SW8060103_HISTORICAL FILE_20101112

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW���/9
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Radio Island Development,
P. O. Drawer 1499
Morehead City, NC 28557
Ph 252-726-2060 fax [phone]
email: [e-mail]
Fax Cover Page
Date: November 12, 20.10
Company: NCDENR
Attention All NCDENR Departments
Fax#: [phone]
From: Lanette
Number of Pages (including the cover page): 1
Comments: Reference: Address change �
Dear NCDENR,
Please make note of our correct mailing address for Doug Brady, Radio Island and
Oceanside Yacht club. See above.
Thanks' much.
Lanette Willis
Radio Island Development, LLC
NC DENR'bivision of Water Quality
Surface Water Protection
127 Cardinal.Drive Ext.
Wilmington, NC 28405
Radi Islan
Mr. Do
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Brady
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NC 28557

Radio Island Development Company, LLC
P. O. Box 1499 - Morehead City, NC 28557
PH '[phone] Y FX [phone]
[e-mail]
NCDENR
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28404-3845
Ref: Correct Mailing Address
Dear NCDENR,
This is a follow-up on our March 13, 2009 mailing and fax (see enclosed). We want to make
sure you have our correct mailing address:
Old address: 5113B Hwy 70 West, Morehead City, NC 28557
NEW Address: P. O. Box 1499, Morehead City, NC 28557
Please don't hesitate to call with any questions. Thank you.
Lanette Willis (bookkeeper)
Waterfront Lifestyle Properties, LLC
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April 4, 2006
Mr. Douglas Brady, Member/Manager
Radio Island Development Company, LLC
100 Lands End Road
Morehead City, NC 28557
Nliciiael E. Easley, Govcrnor
William G. Ross Jr., Secretar}'
North Carolina Department of 1:nvironmenl and Natural Resources
Subject: Stormwater Permit Correction
Morgan's Creek Landings Condominiums
Stormwater Project No. SW8 060103
Carteret County
Dear Mr. Brady:
Alan W, Klimek, P.E Director
Division of Water Quality
The Wilmington Regional Office issued Stormwater Management Permit No. SW8 060103
dated January 12, 2006, through the Express program for the subject project. Through the
CAMA Major permit review, it has come to our attention that the water body classification and
the stormwater control system design presented in the permit application do not reflect the fact
that the site is within '/2 mile of, and draining to, Class SA waters. The application indicates
that the receiving stream is Morgan's Creek, class SC waters, in the White Oak River Basin.
The site, however, drains to Newport River, which is classified SA HOW.
Discharging stormwater control systems generally cannot be approved on sites that are within
'/z mile of, and draining to, Class SA waters. Since the proposed site plan will result in a
reduction of impervious area (from 44,076 to 25,363 sq ft) and constitutes redevelopment of a
site previously without stormwater management, the permitted control measure will not need to
be modified.
Page 3 of the permit has been corrected to reflect the SA HOW stream classification. Please
replace page 3 of the permit with the attached, corrected page 3.
If you have any questions, please call Linda Lewis at [phone], Paul Bartlett at (910)
796-7301 or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
ENBlarl: S:1WQSISTORMWATERILETTERS120061060103.apr06
cc: Linda Lewis
Sue Sayger, P.E., EDA
Jason Dail, DCM
Paul Bartlett, DWQ Express Stormwater
Cameron Weaver, Express Coordinator
Katrina Marshall, Carteret County Building Inspections
Wilmington Regional Office
Central Files
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,forth Carolina Division of water Quality 127 Cardinal Drive Lxtension Wilmington, NC 29405 Phone [phone] Customer Scrvice
Wilmington Regional Office Internet +�+++v.nc++,alerquality.ora Fax [phone]
An Equal OpporlunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper

Michael 1. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen 11. Sullins Director
Division of Water Quality
June 25, 2008
Douglas Brady, Member/Manager
Radio island Development Company, LLC
100 Lands End Road
Morehead City, NC 28557
Subject: Spa Area Addition at
Morgan Creek Landings Condominiums
Stormwater Project No. SW8 060103 .
Carteret County
Dear Mr. Brady:
The Division received a copy of a plan for the redevelopment of another portion of the
previously permitted redevelopment project called Morgan Creek Landings Condominiums.
The original plans approved on January 12, 2006, for Morgan Creek Landings Condominiums
show an existing mostly rocked area extending out into the harbor area that was not being
disturbed. This area is now being redeveloped into a proposed spa. The existing rock will be
removed resulting in a net decrease in BUA for that area.
The project is part of a common plan of development and regardless of its individual
disturbance being less than 1 acre, it does require a modification to the existing permit and
approved plans. The permit will need to be modified to account for the decreased BUA within
that area to support the redevelopment status. Additionally, since the overall project (including
the condos) is still high density, some type of stormwater treatment will need to be provided.
Please submit a revised permit application, supplements, 2 sets of layout and grading plans,
and the required application fee. Construction of the project may not commence until the
modification has been approved.
If you have any questions, please do not hesitate to contact me at [phone] or email me
at [e-mail].
Sincerely,
Linda Lewis
Environmental Engineer III
ENBlarl:- S:1WQSISTORMWATERISTORMSUB120081060103.jun08
cc: Lee Dixon, EDA
Linda Lewis, DWQ
Jason Dail, DCM
Carol Miller, DLR
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NorlhCarolina
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North Carolina Division of Water Quality 127 Cardinal ,give Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org fax [phone]
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Architects ❑ Engineers ❑ Planners
June 5, 2008
Ms. Carol Miller
Assistant Regional Engineer
Land Quality Section
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
Re: Morgan's Creek Condominiums
Project ID Carte-2006-116
Mr. Paul Bartlett
NC Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: (Permit No. SW8 060103
We have reviewed the work that is being proposed by the developers for Morgan's Creek Landing in Morehead
City in the area of the peninsula as shown. It is our understanding that provisions for sod and landscape material
include less than one (1) acre of disturbance, and therefore does not require a stormwater or erosion control
permit. However, we are providing a silt fence around this portion to prevent any disturbance into the adjacent
marsh areas.
Originally this peninsula area was a graveled impervious surface which is to be removed by the developer.
Returning this peninsula to landscape creates an overall reduction in impervious surface area. By this same
reasoning and for the percentage of impervious surface being less than 25%, it was felt that formal stormwater
or erosion control permitting would not be required.
EDA pa is writing this letter to inform you of our interpretation and would appreciate your concurrence. We look
forward to hearing from you. We will be following up with you within 7 days as to your opinion on this matter.
We also make ourselves available to come and meet to discuss with you to expediate a decision.
For your convenience we have enclosed the following drawings:
1. "Survey" — original site survey
2. C-1 — existing site plan showing previously permitted work
3. C-4 & C-5 — existing stormwater and E&S plans and details in place
4. 5D-1— new work landscape plan
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Raleigh, NC 27612 1Jorchcac Cisv, NC 28557
Pli: 919.781.1083 Ph: 252.247.2127
Fax: 919, 7 87.9678 Fax: [phone]
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State Stormwater Management Systems
Permit No. SW8 060103
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
W. Douglas Brady and Radio Island Development Company, LLC
Morgan's Creek Landings Condominiums
Carteret County
FOR THE
construction, operation and maintenance of three sand filter systems 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 January 12, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 23,596 square feet of
impervious area. There is no allotment for future built -upon area at the site.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per the approved plans.
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
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060103
6. The following design criteria have been provided in the three sand filters, and
must be maintained at design conditions:
Sand
Filter Number
Design Criteria
1
2
3
a.
Drainage Area, acres:
0.189
0.184
0.168
Onsite, ftz:
8,270
8,000
7,326
Offsite, ftz:
None
None
None
b.
Total BUA, ftz:
8,270
8,000
7,326
C.
Design Storm, inches:
1.5"
1.5"
1.51,
d.
Sand Filter Depth, ft:
1.5
1.5
1.5
e.
TSS efficiency:
85%
85%
85%
f.
Filter Bottom, FMSL:
3.3
3.3
3.3
g.
Filter Area, ft2:
118
118
118
h.
Sediment Area, ft2:
118
118
118
i.
Storage Volume, ft3:
411
411
411
j.
Top of sand, FMSL:
4.8
4.8
4.8
k.
Weir Elevation, FMSL:
5.3
5.3
5.3
1.
Grate Elevation, FMSL
6:25
6.25
6.25
M.
Controlling Orifice:
6110
6110
6" 0
n.
Number of Orifices:
1
1
1
o.
Receiving Stream/River Basin:
Newport
River/White Oak
P.
Stream Index Number:
21-(17)
q.
Classification of Water Body:
"SA; HQW"
II. SCHEDULE OF COMPLIANCE
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 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.
4. 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.
Page 3of7

State Stormwater Management Systems
Permit No. SW8 060103
5. 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.
6. 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 swale.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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 060103
12. 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, permanent 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 12th day of January 2006.
NORTH,e"AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, 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 060103
Page 1 of 2
Morgan's Creek Landings Condominiums
Stormwater Permit No. SW8 060103
Carteret County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
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 060103
Page 2 of 2
Morgan's Creek Landings Condominiums
Stormwater Permit No. SW8 060103
Carteret Count
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. Sand filter grate and weir elevations are per the approved plans.
6. The sand filters are located per the approved plans.
7. A grate is provided on each filter.
8. All slopes are grassed with permanent vegetation.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. All required design depths are provided.
12. All required parts of the system are provided.
13. 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

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director VVilliam G. Ross Jr., secretary
May 5, 2006
MEMORANDUM:
TO: Linda Lewis
and
Joanne Steenhuis
Division of Water Quality
FROM: Jason Dail
Express Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Radio Island Development, LLC c/o Doug Brady
Project Location: Intersection of Old Causeway Rd. and Morgan Rd., adjacent to Morgan's
Creek, in Morehead City, Carteret Co.
Proposed Project: Applicant proposes to redevelop property by constructing one building
of 30 condominium units with associated driveways, parking areas, utilities and bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by May 29, 2006. If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed. �Ir�ryl rt
9 Y 1 p J P p Gi) d C6c.62 l Q3
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 agency objects to the project for reasons described in the attached
comments.
SIGNED -DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement,net
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Radio Island Development, LLC C/o Doug Brady
2. LOCATION OF PROJECT SITE: Project site is located at the intersection of Old Causeway Road and Morgan Road,
adjacent to Morgan's Creek, in Morehead City, Carteret County
Photo Index - 2000: 41-527, Q, R 8-9 1998: Not available 1995: Not available
State Plane Coordinates - X: 2654563 Y: 354464 Rover File: V-113011A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 11/30/05
Was Applicant Present —Yes -Agent
5. PROCESSING PROCEDURE: Application Completed -- 05/04/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP -- Conservation/Residential
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Residential Condominiums
(E) Wastewater Treatment: Existing - Municipal
Planned - Municipal
(F) Type of Structures: Existing — Abandoned garage and office, driveways and parking areas.
Planned - Demolish the existing structures and redevelop by constructing 30
condominium units with associated driveways, parking areas, utilities and bulkhead.
(G) Estimated Rate of Erosion: NIA
Source - NIA
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non -Vegetated Wetlands
(C) Other - High ground
1.3 acres
(56,628 sq. ft.
disturbed)
(D) Total Area Disturbed: 56,628 sq. ft. (1.3 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to demolish the existing structures, and redevelop the property by
constructing one building, providing thirty condominium units with associated driveways, parking areas, utilities and
bulkhead.

Radio Island Development, LLC C/o Doug Brady
Page Two
9. PROJECT DESCRIPTION
EDA, P.A., representing Radio Island Development, LLC, has requested that the attached application be processed under the
Express Permit Review Program.
The applicant's project is located at the intersection of Old Causeway Road and Morgan Road, on Radio Island, adjacent to
Morgan's Creek, in Morehead City, Carteret County. To find the property, take Highway 70 east from Kinston to Morehead
City. Continue along Highway 70 towards Beaufort and cross the Morehead City high rise bridge. The property will be located
on the right hand side of the road, on Radio Island, at the corner of Old Causeway Road and Morgan Road, adjacent to
Morgan's Creek boat basin. The subject property is bordered by residential and commercial properties.
Historically, or at least for the past 20-25 years, the project site operated as the Lane's Marina Sales and Service facility,
providing sales, service and storage for recreational and commercial boaters. Currently, the property contains the remains of the
old Lane's Marina Sales and Service facility. A dilapidated sales/service buildings and parking area are the only remaining
structures located on the high ground portion of the tract. Operations at the site have been decommissioned for approximately 5
years. A good majority of the high ground at this site is built upon and there is very little vegetation on the tract. A marginal
amount of vegetation (consisting mostly lawn grasses and transitional wetland species) exists along the eastern and southern
property boundaries. Elevation at the site ranges from 4-6 feet about Mean High Water. The southern property line/shoreline
(bordering Morgan's Creek) is stabilized by rip -rap material. The applicant has indicated that the rip -rap would be removed and
a new bulkhead would be installed for shoreline stabilization. According to the applicant's agent, a general permit has been
obtained from the Division of Coastal Management's Morehead City Office for bulkhead construction.
The applicant indicates that the property is approximately 10.2 acres in size. However, approximately 8.01 acres of the property
is located below the Mean High Water (MHW) line. The tract, on which the development is being proposed, is approximately
1.7 acres and is isolated (or separated by MHW) from the remaining high ground areas. The applicant has not provided a
submerged land claim for the property located below MHW and our record search indicates that no submerged land claim has
been ever been filed for the property.
The tract contains a very thin strip of coastal wetlands along the eastern and southern property boundaries. Smooth Cordgrass
Marsh (Spartina alterniflora) exists along the waters edge, adjacent to the dilapidated bulkhead and rip -rap material. Salt
Meadow Grass (Spartina patens) is located within the transition zone leading to the high ground. According to Carteret County,
the CAMA Land Use Classification for the area, within and around the project site, is Developed/Residential.
The waters of Morgan's Creek, adjacent to the project site, are classified as SA by the North Carolina Division of Water
Quality. The area is NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. According to
the Division of Environmental Health, Shellfish Sanitation Section, the area'located within Morgan's Creek is CLOSED to the
harvesting of shellfish.
PROPOSED PROJECT
The applicant proposes to remove the existing garage, gravel /paved parking areas and driveways, and redevelop the 199 acre
tract by constructing a single building, providing thirty condominium units with associated driveways, parking areas and
utilities. The three story building (325'(1) x $5'(w) x 50'(h)) would be centrally located on the property and partially located
within the 75' Area of Environmental Concern (AEC), however, no portion of the structure would be located within the 30'
Coastal Shoreline Buffer. A covered, unenclosed stairwell would be located at each end of the building, provided access to the
units. Each unit would have it's own covered balcony located on the south side of the building, facing Morgan's Creek.

Radio Island Development, LLC C/o Doug Bradv
Page Three
Two entrance/exit drives would be constructed to provide access to the property (one connecting to Morgan Street and the other
connecting to Old U.S. Highway 70). Three additional drives would be constructed (one along Morgan Street and two along Old
U.S. Highway 70) to provide vehicular access to the proposed pump station, dumpsters and green areas. Approximately 65
parking spaces would be located beneath the building, within the building's footprint. A 5' wide concrete boardwalk would be
constructed on the north side of the building, running from east to west, immediately adjacent to the building and parking area.
In addition to the driveways, parking areas and walkways, the applicant also proposes to install three sand filters beneath the
proposed parking area. These systems would be located outside of the 75' AEC. Stormwater runoff would be collected and
funneled through the filters before being discharged into Morgan's Creek via the proposed (previously permitted) bulkhead.
Three discharge outlets were approved as part of the high -density stormwater application package submitted to the N.C.
Division of Water Quality.
The applicant has indicated that municipal water and sewer would be provided by the Town of Morehead City. The applicant
submitted an Express High -Density Stormwater Permit application to the North Carolina Division of Water Quality. The
Express Stormwater Permit was issued on 4/04/06, under project number SW060103. The applicant has also submitted, and
obtained approval of a Sedimentation and Erosion Control Plan (SECP) from the Division of Land Quality. The plan was
approved on 11/02/05, and was issued under Carte-2006-116.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 1.3 acres of high ground. The proposed
building/condos, driveways and parking area would result in the creation of approximately 23,596 square feet of impervious
surface. The applicant has received an Express State Stormwater Permit with the Division of Water Quality (Stormwater
Permit-4 SW8060103).
Submitted by: Jason Dail Date: May 5, 2006 Office: Wilmington

CAMA MAJOR PERMIT APPLICATION -- NARRATIVE
Morgan's Creek Landings Condominiums
Morehead City, NC
EDA Project # 2005416.00
Radio Island Development, LLC is in the process of developing a parcel of land on Radio
Island in the Town of Morehead City, Carteret County, North Carolina. The property is
zoned RMF — Residential Multi -Family. The property covers 10.2 acres total tract (with
3.82 acres on high ground) on the south side of Old Route 70, adjacent to Radio Island
along SC waters of Morgan's Creek and Beaufort Harbor. The proposed project,
Morgan's Creek Landings Condominiums will be a three-story residential condominium
structure with open-faced, garage -level parking. This application includes a CAMA
major application, with an Upland Development Supplement.
Currently, approximately 1.5 of the 10.2 acres is disturbed with 44,076 sq ft of
impervious area including parking and run-down, vacant, commercial supply structure.
Demolition of the existing structure was performed under an earlier Town of Morehead
City permit. The proposed project includes only 25,363 sq ft of impervious area and 1.3
acres of disturbed area. In accordance with the Town of Morehead City open space
requirements, a significant portion of the parcel has been designated as open space and
will remain in the existing natural, grassed condition. The proposed development will
result in a reduction of impervious area within the AEC and total project tract.
Regarding stormwater ninoff, the proposed design includes three sand filters. The filters
will provide settlement of heavy organics in settling chambers and infiltration of
dissolved pollutants in sand filter chambers. This is a significant improvement to the
existing conditions, which provides no stormwater treatment. This stormwater system is
permitted under SW 8 060103.
During construction, erosion and sediment control will be achieved primarily through silt
fencing and construction entrances and is permitted under Land Quality Section Project
ID: Carte-2006-116.
Regarding other CAMA issues, the site proposes 6.12 % of the AEC area as impervious,
which is a reduction of impervious area. The coastal wetlands were delineated and no
activity is proposed in the coastal wetland areas.
SCS1"'4z�6
MAC p �
GD p,S�TPL MA

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Morehead City, NC
1. APPLICANT (Revised May 2, 2006)
a. Landowner:
Name Radio Island Development_, LLC_
Walter D. Brady
Address 5113-B Hwy 70
City Morehead City State NC
Zip 28657 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name EDA pa
George H. El inwoo , PE, EDA pa
Address 1007 Shepard Street
City Morehead City
Zip 28557
State NC
Day Phone [phone]
Fax [phone]
c. Project name (if any) Morgan's Creek Landings
Condominiums,
807E: Perrot will be issued in name of landmmner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
c. Street address or secondary road number
—NCSR 1205 & NCSR 1224
d. Is proposed work within city limits or planning
jurisdiction? XX Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Morgan's 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.
3 story elevated condominiums
b. Is the proposed activity maintenance of an existing
project, new world, or both? new work
c. Will the project be for public, private or commercial
use? private
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. This project is for
construction of a condominium which
.vill have a sand filter infiltration
syst6m for lessening impact on roof
and parking area runoff
Revised 03195
U
Mgt
DIVISION,OFnnGNT

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract _ 10.2 acres fatal tract
3.82 acres high ground
b. Size of individual lot(s) same _
c. Approximate elevation of tract above MHW or
NWL 6 feet
d. Soil type(s) and texture(s) of tract
sandv
e. Vegetation on tract minimal (within limits
of disturbance
f. Man-made features now on tract 2 story bui 1 ding
and mobile home ^
What is the CAMA Land Use Plan land
classification of the site? (Consuk the local lmrd ,se plan.)
Conservation Transitional
XX Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential
i, is the proposed project consistent with the applicable
zoning? XX_ Yes No
(Afmch Zoning compliance crnficate, ifapplicuble)
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
assessment been
XX No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes XX No
1. Are there wetlands on the site? XX Yes No
Coastal (marsh) XX Other
If yes, has a delineation been conducted? _yes
(Anach docancncanon, if available)
Revised 03195
m. Describe existing wastewater treatment facilities.
City SS
n., Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
surface runoff
o. Describe existing drinking water supply source.
Public water system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
O A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
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 8 112" by 11 " white paper. (Refer to
Coastal Resources Commission Rule 71.020.E for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamili ea to the
1
4 2Q46
91VISION OF
__. ,,,al�IAGEMENT

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
° A Stormwater Certification, if one is necessary.
° A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
b. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name Carol Adam I certify that I am authorized to grant, and do in fact,
Address 6824 Tavernier Ct. Apex, NC 27502 grant permission to representatives of state and federal
Phone [phone].662.8483 review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name CP1 i a FudY permit application and follow-up monitoring of the
Address 519 East Front Str�Pt New Rarn, NC project.
Phone 28560
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
° 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 - I 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 03195
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 2 day of MaY ,-t9 2006
1�
E
Please indicate auachrrients pertaining to your proposed
project.
DCM MP-2
Excavation and Fill Information
DCM MP-3
Upland Development
DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
DCM MP-b
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
4 2446
DIVISION OF
OOASSP.L MANAGEMENT

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
(Revised May 2, 2006)
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 Bu i 1 di ng -�
b. Number of lots or parcels 1 One
c. Density (give the number of residential units and the
units per acre) 30 units_ / 0.34 units
per acre
Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.3 acres
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 bW submitted to the Division of Land
'Resources? Yes No
If yes, date submitted
f. . List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
Concrete
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 t6, ob Ted for
vehicular driveways or panting. j
Revised 03/95
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
XX Yes No
If yes, date submitted SW 8.060103
i. Describe proposed method of sewage disposal.
Building to pump house to city sewage
Have the facilities described in Item i. above
received state or local approval? Pending
(Anrach appmpriarc d6eu"wrraricr:)
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).
Sand Filter_/ Infiltration discharge
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public System
m. Will water be impounded? Yes XX No
If yes, how many acres? N/A
If the project is a oceanfront development, when
was the lot(s) platted and recorded?
Radio Island—Devnlopm t. LLC
Signature -� I \1 j�i
J ��
Date
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P. 1
�.- COMMUNICATION RESULT REPORT ( APR. 5.2006 11:31RM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
-------------------------------- -----------------------------------------------------------------
892 MEMORY TX 91252247OG74 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F, Easley, Governor William G. Ross Jr., Secretary
Date:." aoG
To:
co:
FAX#:F%-
rUcMa.RKs:
FAX COVER SHEET
No, Of Pa e$: (excl4din cover)
From: 6Dr.;At M e, .S
CO; NC DENR
FAX#: [phone]
fr)zien4 A&
127 Cnrdlnnl Drive Extension, Wilmington, ti,C. 28405-3045 Telephone [phone] Fax [phone]
An Equd Oppgrtunity Affirmqtive Action Employor
--..,.-...t "'--' •• -•- • - - -- .,... --I "/ -"- •.
site previously without stormwater management, the permitted control measure will not need to

I
STORMWATER NARRATIVE and CALCULATIONS
SAND FILTRATION TRENCHES Cl;
Morgan's Creek Landings Condominiums $ 'Lu
Morehead City, NC `0 o�Glj 01
EDA project # 2005416,00 Y,r,cSl
Radio Island Development, LLC is in the process of developing a parcel of land on Radio Island in
the Town of Morehead City_ The property is zoned RMF- Residential Multi -Family. The property
covers ten -acres fronting Old Route 70, adjacent to Radio Island along the SC waters of Morgan
Creek and Beaufort Harbor. The proposed project, Morgan's Creek Landings Condominiums, will
be three -stories, with open-faced, garage level parking. The project has been reviewed by the
Planning Council of the Town of Morehead City (comment letter attached). The Town requires no
further changes.
Currently, 1.5 of the ten acres is disturbed, with one acre of impervious area (including parking and
a rundown, vacant commercial supply structure). The proposed project includes 0.7 acres of
impervious area and 1.3 acres of disturbed area. Additionally, in accordance with the Town of
Morehead City open space requirements, a significant portion (9.0 acres) of the parcel has been
designated as open space and will remain natural and pervious. As such, the proposed development
will result in a reduction of impervious area.
Various site factors have driven the decision to utilize dual compartment, stormwater sand filter
filtration trenches in the project, including the topography of the site and the proximity to SC
waters. The proposed design incorporates three identical sand filtration trenches, which are located
at finish floor grade in the garage. As the filtration trenches are under the structure, sheet flow run-
off to the sedimentation chamber trench grates will be minor. The majority of impervious surface
run-off will be collected from roof surfaces, as the roof drain leaders boot underground and drain
directly into the sedimentation chamber. Run-off will collect in the sedimentation chambers, where
solids will settle out. Once the run-off in the sedimentation chambers reaches the level of the weir,
additional stormwater will then flow over the weir into the sand filtration chambers. The run-off
will filter through the 18" layer of sand. The sand filters are sized to draw down the first I" in 24-
hours, ultimately draining into the SC waters of Morgan Creek.
DRAINAGE AREA:
The design of the infiltration filters is based on the drainage area (largest) to the filters, 8,270 sq ft
or 0.189 acres. Each of the filters is designed to store the first one -inch, or 689 cu ft. Each tank
provides 720 cu ft of storage, including sedimentation and sand filter storage
SEDIMENTATION CHAMBER VOLUME x
Sedimentation chamber minimum storage 540 cu ft per acre. ✓ n 3 G c) w� 2
L0.19 acre by 540 cu ft, 103 cu ft minimum required. ✓ 2 31-p '. eP
% v f 6 .1� �� c .� If
The height of the sedimentation chambers and sand filtration chambers are constrained due to the
finish floor elevation and outfall elevation.
Storage (volume).area§-of the sedimentation chambers
2'(h)x5'(w)x24'(I), or 240 cu ft. Ll
240 cu ft greater than minimum 103 cu ft required.
SAND FILTER VOLUME
Sand filtration chamber minimum storage 540 cu tt per acre.

Storage (volume) Hof the s_ n c ambers JAN
g 'ZliU6
t " r . �3, � `�-�= r74 ai t �03 `j
,� ,
240 cu ft greater than minimum 103 cu ft required. ,� n K. ,Q.7. (�a�.===
SAND FILTER SURFACE AREA
Each sand filter provides enough surface area to filter the first 1" (as a function of surface area) in
24 hours 1 Ian
Minimum surfacearea, 360 sq ft/acre t + �' f
0.19 acre by 360 ift, or 694 ft � 6
' = 120 sq ft, greater than minimum required. 2,73• k = I t 7 ) 44' V r
Volume of first 1"
1 "x 0.19 acre=689 cu ft
Filtration rate of 0.31 cu fllhr/sq ft
0.31 cu ftlhr by 24' (1) by5' (w) = 18.6hour draw down
OUTFALL
From the sand filtration chambers, the treated storm water run-off outfalls through a 6" pvc
Flow rate:
6" pvc at 0.5% = 0.7 cfs ✓
At 0.7 cfs, the capacity of the 6" allows the chamber to drain in 24 hours.
Other design specifics are detailed within the stormwater plan. The proposed project decreases ine
amount of imperviousness that currently exists on the site, which drains into the SC waters of
Morgan Creek untreated. The proposed project not only decreases the amount of impervious
surface, but also provides filtration treatment of all stormwater run-off, resulting in improved
quality of stormwater from the site.

�- State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: 1113/d No. Of Pages: (excluding cover)
To: � _ �, _ f„r From: p,....1 4.001L
CO: CO: NC DENR
FAX #: FAX#: [phone]
U119 U E
f-- 4-
127 Cardinal Drive Extension, Wilmington, S.C. 28405-3845 Telephone [phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

P. 1
COMMUNICATION RESULT REPORT ( JAN.13.2006 10:51AM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) --------------- ------- ----RESULT PAGE
----------------------------------------------- ---
132 MEMORY TX ----------------
9-12522470674 OK
P. 8/8
REASON FOR ERROR -
E-1) HANG UP OR LINE FAIL
-- •.. — -E-3) NO ANSWER--
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr.; Secretary
FAX COVER SHEET
Date: , /11.1a _ No. Of Pages: (e*cludimg cover)
To: � Q >c From: - &n-
CO: 46 A .. CO: NCDEY.R
FAX ;L Y7. 0c 7 ~ FAX#: [phone]
REMARKS:
4,w�— ✓ • f
i -'V
127 Ca rdlnnl Arive Extension, Wilmington, N.C. 26405-3845 Tbitphona [phone] Ea:[phone]
An Equal Opportunity Afllrmaaive Action Employer

1 OF W A7-Fq
� r
o �
April 4, 2006
Mr. Douglas Brady, Member/Manager
Radio Island Development Company, LLC
100 Lands End Road
Morehead City, NC 28557
Michael F. Hasley, Governor
William G. Moss Jr., Secretary
North Carolina Department of Environment and natural Resources
Subject: Stormwater Permit Correction
Morgan's Creek Landings Condominiums
Stormwater Project No. SW8 060103
Carteret County
Dear Mr. Brady:
Alan W. Klimck, P.E. Director
Division of Water Quality
The Wilmington Regional Office issued Stormwater Management Permit No. SW8 060103
dated January 12, 2006, through the Express program for the subject project.. Through the
CAMA Major permit review, it has come to our attention that the water body classification and
the stormwater control system design presented in the permit application do not reflect the fact
that the site is within '/Z mile -of, and draining to, Class SA waters. The application indicates
that the receiving stream is Morgan's Creek, class SC waters, in the White Oak River Basin.
The site, however, drains to Newport River, which is classified SA HQW.
Discharging stormwater control systems generally cannot be approved on sites that are within
'/2 mile of, and draining to, Class SA waters. Since the proposed site plan will result in a
reduction of impervious area (from 44,076 to 25,363 sq ft) and constitutes redevelopment of a
site previously without stormwater management, the permitted control measure will not need to
be modified.
Page 3 of the permit has been corrected to reflect the SA HQW stream classification. Please
replace page 3 of the permit with the attached, corrected page 3.
If you have any questions, please call Linda Lewis at [phone], Paul Bartlett at (910)
796-7301 or me at [phone].
Sincerely,, /
Edward Beck
Regional Supervisor
ENBlarl: S:IWQSISTORMWATERILETTERS120061060103.apr06
CC' Linda Lewis
Sue Sayger, P.E., EDA
Jason Dail, DCM
Paul Bartlett, DWQ Express Stormwater
Cameron Weaver, Express Coordinator
Katrina Marshall, Carteret County Building Inspections
[Wilmington -Regional -Off ice
Central Files
NofihCarolina
North Carolina Division of "later Quality 127 Cardinal Dvive Extension Wilmington, NC 28405 Phone [phone] Customer Scrvicc
Wilmington Regionalofiice lnternet- ww"'.newaterquality.org Fax (9t0)350-2004 1-877-623-6745
An Equal Opportunity/Affirmative Action Employer — 50% Recyoledll 0% Post Consumer Paper

6
State Stormwater Management Systems
Permit No. SW8 060103
The following design criteria have been provided in the three sand filters, and
must be maintained at design conditions:
a
b.
C.
d.
e.
f,
m
n.
o.
p-
g
Desian Criteria
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total BUA, ft2:
Design Storm, inches:
Sand Filter Depth, ft:
TSS efficiency:
Filter Bottom, FMSL:
Filter Area, ft2:
Sediment Area, ft2:
Storage Volume, ft3:
Top of sand, FMSL:
Weir Elevation, FMSL:
Grate Elevation, FMSL:
Controlling Orifice:
Number of Orifices:
Receiving Stream/River Basin
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Sand Filter Number
1 2 3
0.189
0.184
0.168
8,270
8,000
7,326
None
None
None
8,270
8,000
7,326
1.51,
1.51'
1.5"
1.5
1.5
1.5
85%
85%
85%
3.3
3.3
3.3
118
118
118
118
118
118
411
411
411
4.8
4,8
4.8
5.3
5.3
5.3
6.25
6.25
6.25
6110
6"0
6" P
1
1
1
Newport River/White Oak
21-(17)
"SA; HOW"
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 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.
4. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060103 e
5. 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.
6. 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 swale.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
7. 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 worm and what actions were taken.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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

TPage I of I
3...
North Carolina
a
4*
Elaine F. I arShafd _ RETARY OF _
ry jr•M
Secretaty
"... 'i(:.6 �?? {tC-..T _ox 21?6°2Raleinh. NC 27Ei
Corporations
Date: 1/4/2006
'*Corporations Home
*Important Notice
Click here to:
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Name
Name Type
Online Annual Reports
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4KBBE B2B Annual Reports
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Legal
Links
Company, LLC
wSecretary Of State Home
Limited Liability Company Information
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ODept. of Revenue
SOSID:
0604360
Legislation
*1999 Senate Bills
FID:
ED
1112001 Bill Summaries
Status:
Current -Active
"'Annual Reports 1997
Corporations 1997
,'Other Legislation
Date Formed:
Citizenship:
9/17/2001
Domestic
JAN 0 6
8 Q1
Search
State of Inc.:
NC
BY'
*By Corporate Name
'-'For New Corporation
Duration:
1/1/2041
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Agent Name:
Harris, R. Andrew
Contact Us
Registered Office Address:
304 North 35th Street
'Corporations Division
Morehead City NC 28557
*Secretary of State's web site
Registered Mailing Address:
P.O. Box 712
Print
Morehead City NC 28557
"'Printable Page
principal Office Address:
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Morehead City NC 28557
Principal Mailing Address:
po box 3576
Morehead City NC 28557
For questions or comments about the North Carolina Secretary of States web site, please send e-mail to Webmaster.
http://www. secretary. state. nc. us/corporations/Corp. aspx? Pi temId=53 7293 5 1 /4/2006

4
LIMITED LIABILITY COMPANY
r ANNUAL REPORt
e
NAME OF LMrE D LIABII.17'Y COMPANY: Radio Islm+d Development Company, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0604360
NATURE OF BUSINESS.
REGISTERED AGENT: Harris, IL Andrew
REGISTERED OFFICE MAILING ADDRESS: P_Q. Box 712
Morehead City, NC 28557
D• Filed: 12/1512(H)5 :t)1:1)t) PM
Elaine F. Marshall
North Carolina Secretary of State
C2t)0513800529
�:�� �; : if�rr _� �ais�j:►i33i:3�c7i
REGISTERED OFFICE STREET ADDRESS: 304 ,North 351h Street
Morehead City, NC 28557 Carteret County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTh ENT
PRINCIPAL OFFICE TELEPHONE MUMMER: ZS .Z - ,;2 1// �2 7 g'a
PRINCIPAL OFFICE MAR34G ADDRESS: '�Q ,r�� � FS 7 6
l-fC,
PRINCIPAL OFFICE S7REET ADDRESS:
MANAGERSIMEMBERSIORGANIZ.ER
Name: �4�i1 L 1� ?.9G
Name:
Name:
'Title: /�'%gr3rnz �e Title:
Title:
Address: >' ] 7 Z t �+►1
Address:
Address:
City: t 2rll
City:
City.
State�J't: Zip: Zsls 7
State:• Zip:
State: Zip:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
7
FO/RAM MUST SE SI- — ; A MAMA DATE
fi[f/�LrE� /1J � C!'
TYPE oR PRINT NAMI TYPE OR PRINT TI IT E
ANNUAL RF.i'ORT FEE: $200 MATT TO: Seadary of Stow • Cuporabow Division • Post OTfoe Box 29525 • Raieigk NC 27626.0323

l)a
n o rtL ca rol ina
Architeds ❑ Engineers ❑ planners
January 5, 2006
Mr, Paul Bartlett
NC DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Morgans Creek Landings Condominium
EDA Project #2005416.00
NC DWQ No. SW8-051124
Paul,
RECEIVED
JAN A 2006
94
es ur S.rw6 o6olo
Thank you for your review of the Morgan's Creek Landings Condominium project stormwater
permit application. The enclosed plans, forms, and application have been revised to reflect your
comments. Your comments were addressed as follows:
COMMENT l : Please clarify the applicant's name in Section L I of the application. Radio Island
Development Company, LLC was dissolved by the NC Secretary of State, effective April 5, 2005.
Please either provide documentation that Radio Island Development Company LLC has been
reinstated by the Secretary of State, along with the current registered address and you as a
"Member", or provide the required documentation for a new applicant, in accordance with N.C.
Administrative Code Section 15 NC 2H.1003(e).
RESPONSE 1: Radio Island Development Company, LLC was reinstated. Mr. W. Doug Brady,
named as owner in the Stormwater Management Permit Application, is a member/manager of the
Radio Island Development Company, LLC. We have attached a copy of the NC Secretary of State
corporation webpage, establishing that Radio Island Development Company, LLC is current -
active and Mr. Brady as a member/manager.
COMMENT 2: Please make four columns for the table in Section 111. b of the application and
complete the lower portion with separate entries for buildings sidewalk etc. Make Column I the
"total project ", Column 2 "Sand Filter 41, drainage area and so on through Filter 43.
RESPONSE 2: We have added a summary of Drainage Areas to the Application, which includes
the total drainage area of the site. For clarity between the Drainage Map (Sheet C-5) and the
Application
Drainage Area 2 drains to Sand Filter 1,
Drainage Area 3 drains to Sand Filter 2
Drainage Area 4 drains to Sand Filter 3
Raleigh frtrk.rnttuille-- ^ Morehead City
41,10 Parklakc Ave 901 Hargett Street 301 Commerce Avenue
Suite 300 Suite l) Suite 102
lialci h, NC 27612 Jacksonville, NC 28540 Morehead City NC 28557
Ph7 M.781.1083 Ph: 910.455.1620 Ph: 252.247.2127
919,787.9678 Fax; 910.455.1619 Fax: [phone]
C-,mail: cdar a.cdajiaxom IP,mail: Cc cdaj rt da ia.com
—�� .__j Email: edam a edu a.com

Mr. Paul Barlett
A; pa Morgans Creek Landings Condominium
north carolina EDA Project # 2005416,00
Arclliicctn ❑ lingincer_ ❑ Planners
NCDWQ No. SW8-051124
Page 2 of 2
COMMENT 3: Please provide a marked site plan that illustrates the drainage area for each sand
filter.
RESPONSE 3: The drainage areas for each of the sand filters are shown on Sheet C-5.
COMMENT 4: Please complete a supplement form for each sand filter with data unique to each
filter.
RESPONSE 4: Supplement form for each sand filter is included.
The revised plans, forms, application and additional review fees are enclosed. We feel these
revisions answer your concerns and that the plan should be approved. However, if there is
anything you need, please call.
Sincerely,
usan/aver, PE
ivil Engineer
EDA pa
S1-ISllsb
Attachments: Check #2795 - $1,000.00
(Original & 1 copy) - Stormwater Management Permit Application Form
(Original & 1 copy each.) - Underground ln&1tratien Sand Filtration Trench
Supplement (Filters #l, #2, #3)
Stormwater Narrative and Calculations Sand Filtrations Trenches
Sand Filter Operation and Maintenance Plan ( Filters #1, #2, #3)
(2) Plans
Cc. W. Douglas Brady, file
1ICadsfationIIcad)2005416 Morgan Creek LandinglEngineeringQ005416.02 Morgan Creek
LandingicorrespondenceiBartletistormwaterpermitresposnel-3-6.doc

TopoZone - The Webs Topographic Map Page 1 of 1
UR
V o.J 0.b 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 340 43' 16"N, 760 40' 56"W (WGS84/NAD83)
Beaufort quadrangle M=-9.942
Projection is UTM Zone 18 NAD83 Datum G=-0.958
http://www.topozone.com/print.asp?z=18&n=3843404.22874924&e=345967.591609792&... 12/5/2005

MEMORANDUM
DIVISION OF WATE Q L-ITY
TO: Cameron Weaver
FROM: V14aul Bartlett J/
CC.: Ed Beck, Linda Lewis, Robert Gordon
DATE: December 5, 2005
SUBJECT: SW Permit Applications from EDA, Susan Sayger
Cameron,
Please do not accept further applications from Susan Sayger of EDA for SW Express
Review until the current application for SW8 051124 (Morgan's Creek Landings
Condominiums) results in an issued permit. A pre -application meeting was held on
10/13/05, and the initial application was returned by you on 10/28/05 for lacking the
necessary elements to process the application. Today's preliminary review of the re-
submitted application has determined that the application remains insufficient for review.
A Request for Application Resubmittal was issued today including an additional fee of
$1,000,00.
Further applications from Ms. Sayger should not be accepted into the Express SW
program until she demonstrates that a complete application for SW8 051124 can be
compiled. If she is unable to fully respond to today's request with her next submittal, I
will recommend: (1) removing the application from the Express program, and (2) future
applications go through the regular program until she demonstrates that complete
applications are compiled. We will schedule pre -application meetings with her, but
make her aware that we will institute a Notes of Meeting procedure for any meetings.
Thank You
ENBlptb: S:\WQSISTORMWATER1Express\EDA MEMO

P. 1
COMMUNICATION RESULT REPORT ( DEC. 5.2005 5:09PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------------------------------------------------
450 MEMORY TX 9-12522470674 OK P. 3/3
---------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Mce
Michael F, Easley, Governor
Date: 1215105
To: Susan Sayger
Company: FDA
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX ##: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051124
Project Name: Morgan's Creek Landings Condominiums
MESSAGE;
Susan,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Brady, and a copy will be mailed to you, -

I
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 1215105
To: Susan Sayger
Company: EDA
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051124
Project Name: Morgan's Creek Landings Condominiums
MESSAGE:
Susan,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Brady, and a copy will be mailed to you.
ENBlptb: S:1WQSISTORMWATERIADDINF0120051051124
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

` �OF W ATFRQ Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
r Borth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E, Director
Division of Water Quality
December 5, 2005
Mr. W. Douglas Brady
Radio Island Development, LLC
100 Lands End Road
Morehead City, NC 28557
Subject: Request for Permit Application Resubmittal
Stormwater Project No. SW8 051124
Morgan's Creek Landings Condominiums
Carteret County
Dear Mr. Brady:
The Wilmington Regional Office received a re -submitted Stormwater Management Permit
Application for Morgan's Creek Landings Condominiums on November 21, 2005, A
preliminary rev! w of that information has determined that the application is insufficient and
needs to be submitted with the information listed below in order to continue the review:
Please clarify the applicant's name in Section 1.1 of the application. Radio Island
Development Company, LLC was dissolved by the N.C. Secretary of State,
effective April 5, 2005. Please either provide documentation that Radio Island
I �ab Development Company, LLC has been reinstated by the Secretary of State,
along with the current, registered address and you as a "Member", or provide the
required documentation for a new applicant, in accordance with N.C.
Administrative Code Section 15A NCAC 2H.1003(e).
Please make four columns for the table in Section 111.6 of the application and
complete the lower portion with separate entries for buildings, sidewalks, etc.
Make Column 1 the "total ro'ect", Column 2 "Sand Filter #1" drainage area, and
so on through Filter #3.
Please provide a marked site plan that illustrates the drainage area for each sand
� (0(4 filter.
J4-" Please complete a supplement form for each sand filter with data unique to each
filter.
dditional fees, not to exceed 50% of the original permit application fee ($4000), may be
charged for subsequent reviews due to the insufficiency of a permit application, as specified by
Section 11.4A of S.L. 2003-284. An additional fee of $1,000.00 will be charged for reviewing
the resubmitted application.
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] InlerneC h2o.enr.slate.nc.us ne
NorthCaro/l/ina
An Equal Opportunity/Affirmative Action Employer— 50% Recycfed110% Post Consumer Paper Naturally

Mr. W. Douglas Brady
December 5, 2005
Stormwater Application No. SW8 051124
Please note that this request for re -submitting the application is in response to a
preliminary review. The requested information and additional fee must be received by
this Office prior to December 13, 2005, to remain within the Stormwater Express
program.
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.
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].
Sinc rely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINF0120051051124.dec05
cc: Susan Sayger, P.E., EDA, PA
Paul Bartlett

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 57C-2-40, it is the duty of the registered agent to forward the certificate attached below to the corporation at it last
known address.
Radio Island Development Company, LLC (604360)
P.O. Box 712
Morehead City, NC 29557
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
CERTIFICATE OF DISSOLUTION
I, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
Radio Island Development Company, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6-03.
This the 5th day of April, 2005,
Elaine F. Marshall
Secretary of State

ti
FA
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATI
2 57 5 13 1 LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
SOSID: 604360
Date Filed: 9117/2001 10:05 AM
Elaine F. Marshall
North Carolina Secretary of State
PURSUANT to Section 57C-2-20 of the General Statutes of North Carolina, the
undersigned does hereby submit these Articles of Organization for the purpose of forming a
limited liability company.
1. NAME.The name of the limited liability company is:
RADIO ISLAND DEVELOPMENT COMPANY, LLC
2. EXISTENCE. The latest date on which the limited liability company is to dissolve is:
JANUARY 1, 2041
3. INITIAL MEMBERS. The name and address of each of the initial members of the
limited liability company are as follows:
Radio Island Enterprises, a North Carolina General Partnership
c/o W. Douglas Brady
1722 River Drive
Morehead City, NC 28557
4. REGISTERED OFFICE. The street address and county of the initial registered
office of the limited liability company is: 304 North 35`h Street, Morehead City, Carteret
County, North Carolina 28557.
The mailing address, if different from the street address is: P.O. Box 712, Morehead
City, North Carolina 28557.
5. REGISTERED AGENT.
Harris.
6. MANAGEMENT ELECTION.
Check one of the following:
The name of the initial registered agent is: R. Andrew
X _ Member -Managed LLC: All of the members by virtue of their status as
members shall be managers of this professional limited liability company;
Manager -Managed LLC: Except as provided by North Carolina General
Statutes Section 57C-3-20(a), the members of this professional limited liability company
shall not be managers by virtue of their status as members.

7. INDEMNIFICATION OF MEMBERS AND MANAGERS. To the fullest extent
permitted by the North Carolina General Statutes Section 57C-3-32(a) and all other
applicable provisions of the NORTH CAROLINA LIMITED LIABILITY COMPANY ACT.
as the same now exists or may hereafter be amended, the Company shaii indemnify all
persons servings as Members or Managers of the Company, or in both such capacities,
against all liability and litigation expense, including but not limited to reasonable attorneys'
fees, arising out of their status as such or their activities in any of the foregoing capacities,
regardless of when such status existed or activity occurred and regardless of whether or not
they are Members or Managers of the Company at the time such indemnification is sought or
obtained. Without limiting the generality of the foregoing indemnity, such persons may also
recover from the Company all reasonable costs, expenses, and reasonable attorneys' fees in
connection with the enforcement of rights to indemnification granted by this Paragraph. The
provisions of this Paragraph are in addition to and not in limitation of the power of the
Company with respect to, and the rights of any Member, Manager, employee or agent of the
Company to receive the benefits of, any other or further indemnification, insurance,
elimination of liability or other right or benefit which is either required by the NORTH
CAROLINA LIMITED LIABILITY COMPANY ACT or permitted thereby and duly
adopted by the Company in accordance therewith.
8. PERSONAL LIABILITY OF MANAGERS. The personal liability of each Manager
of the Company is hereby eliminated to the fullest extent that elimination thereof is permitted
by the North Carolina General Statutes Section §57C-3-32(a)(1) and all other applicable
provisions of the NORTH CAROLINA LIMITED LIABLIITY COMPANY ACT, as the
same now exists or may hereafter be amended.
EFFECTIVE DATE. These Articles of Organization shall be effective upon filing.
10. ORGANIZER. The Organizer shall perform the ministerial function of signing and
submitting the Articles of Organization to the Office of the Secretary of State. The Organizer
shall have not be a member of the company and shall not have any other power or duty
regarding the company. The name and address of the Organizer is: R. Andrew Harris, 304
North 35a' Street, Morehead City, Carteret County, North Carolina 28557.
This the Th day ofpp,�eC , 200 1.1
R. Andrew r anizer

Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTM ENTOF THE
Secretary SECRETARY of STATE
Corporations
*Corporations Home
*Important Notice
•Corporate Forms/Fees
*Corporations FAQ
*Tobacco Manufacturers
*Dissolution Reports
*Non -Profit Reports
*Verify Certification
*Online Annual Reports
Links
*Secretary Of State Home
*Register for E-Procurement
*Dept. of Revenue
Legislation
*1999 Senate Bills
*2001 Bill Summaries
*Annual Reports 1997
*Corporations 1997
•Other Legislation
Search
*By Corporate Name
•For New Corporation
*By Registered Agent
Online Orders
•Start An Order
*New Payment Procedures
Contact Us
•Corporations Division
°Secretary of State's web site
Print
"Printable Page
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 12/5/2005
Click here to:
View Document Filings
Print apre-populated Annual Report Form I File an Annual Report
Corporation Names
Name Name Type
NC Radio Island Legal
Development Company, LLC
Limited Liability Company Information
SOSID:
0604360
FID:
Status:
Admin. Dissolved
Date Formed:
9/17/2001
Citizenship:
Domestic
State of Inc.:
NC
Duration:
1/1/2041
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address
Harris, R. Andrew
304 North 35th Street
Morehead City NC 28557
P.O. Box 712
Morehead City NC 28557
No Address
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemId=5372935
12/5/2005

�j
•E!DA/ pa
north carolina
:S LL) $ G 511
Architects I3 Fngineers ❑ Planners_ SS-39 & J
November 7 2005
'�c7 Q�
Mr. Paul Bartlett I e I
NCDENR - Water Quality ✓ I' �F
127 Cardinal Drive Extension
Wilmin ton NC 28405
t:I 'V�
Re: Morgan's Creek Landings Condominiums RA9--, 1�
Morehead City, NC A ' ( i
EDA Project # 2005416.00�w AI
Mr. Bartlett,
Please find the following documents in response to Cameron Weaver's letter dated October 28,
2005.
Original & 1 copy of Stormwater Management Permit Application Form
(1) Supplement —
Underground lfi fil e (Sand Filtration) Trench Supplement
Sand Filter Operation and Maintenance Plan
Check # 4568 - $4,000.00 — reed by your office 10/26/05
Detailed Narrative
(2) Plans
Sealed Design Calculations
If you have any questions please do not hesitate to contact our office at [phone].
Sincer ly,
§ S�2m ./,Sa , r, PE
vil gineer
`DApa
Enclosure
Cc: Doug Brady, file
hN:cAhomelprojec1\200512005416�c orresp\stormwa ter response.doe
4140 Parklake Avenue
Suile 300
Raleigli, NC 27612
I'll: 919,781,1083
Pax: 919.787,9678
�Ssnail: eclar_rr l71)Apa.com
Greenville
201 VIL,t first Street
Suite 202
Greenville, NC 27858
I'll: 252.758.3 l38
Fax: [phone]
13mail: cclag rr I:1)Apa.com
FRCEIVED
4 2005
���i1Z
Jacksonville
901 Hargett Street
Suite 1)
Jaclzsonville, NC 28540
I'll; 910.455.1620
Fax: [phone] l9
1l11lail: erlaj rr hI)Apa.corn
Aorehead City
301 Commerce Avenue
Snit. lug
Morelicad City, NC 28557
Ph: 252.247.2127
F.., 252.247.0674
E-mail: edam n_E-1)Aya.com

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COMMUNICATION RESULT REPORT ( OCT.28.2005 1:19PM )
TTI N ©ENR WIRO
FILE MODE OPTION - ADDRESS (GROUP) _ RESULT PAGE
----------
-----------------
__-__- _------------------- ----- _____ 771 MEMORY TX -- "----OK --- -
9-125?2470674 ---- P. 3i3
-------- ---- ------
--------------------------------------------
REASON FOR ERROR ------------------------
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: Q- O�"- No. Of Pages; (excluding corer) _ .9-4
To: From: r
CO: CO; NC DENR
FAX #:_ ��- 7 FAX#: [phone]
REMARKS
S! 51f-AIA1 GF- .
127 Cardinal Drive Extension, Wilmington, N.C. z8405-3845 Talcplwne [phone] Fax [phone]N4
An Fqunl Opportunity Affirmntive Action Employer
4

' Sue Sayger, P.E.
10/28/05
PROJECT NAME
Morgan's Creek Landing Condos
10/28/05
Mr. W. Douglas Brady
Radio Island Development, LLC
100 Lands End Road
Morehead City, NC 28557
Project Name: Morgan's Creek Landing Condominiums
County: Carteret County
Project Number: Unassigned
Dear Mr, Brady:
The submitted project information is being returned because it lacked the
necessary elements to process the Stormwater Management Permit application.
The following information is needed to accept the application for review:
X Two sets of plans, stamped and dated by a Professional Engineer.
❑ Vicinity map not submitted or unacceptable.
❑ Narrative not submitted with application package or is not current.
X A completed and signed March, 1999, version permit application.
X Original signature required. (LLC- Member/Manager; Corp.- VP or higher)
X Incorrect title for signing official -no title given
❑ Applicant (Section 1.1) not registered with N.C. Dept. of Secretary of State
❑ Project name not consistent with plans/supplements and/or calculations
❑ One column each not completed in Section 111.6 (bottom of table) for number
of drainage basins entered in Section 111.5
❑ Section 111.6 Impervious Area entries not provided in square feet
❑ Deed restrictions required (draft acceptable) conforming to DWO template for
subdivision projects.
❑ Incomplete Sections
❑ The appropriate and completed supplement form, March, 1999 version
(required for wet detention, infiltration basins, infiltration trenches, curb
outlet systems, low density, offsite projects.)
u
i
Original signature required (same as application) and/or original Notary
Public stamp required.
Original Applicant's initials required in Section 11 checklist
Incomplete Sections _VI of Application
X Sealed design calculations.
❑ A signed Operation and Maintenance Plan.
❑ The required permit fee (Low Density-$2,000; High Density-$4,000; Plan
Revision-$1,000).
❑ A soils report with Seasonal High Water Table elevation, soil type, and
expected infiltration rate for all infiltration projects.

vr
Sue Sayger, P.E.
10/28/05
PROJECT NAME
Morgan's Creek Landing Condos
A new review date for the Stormwater permit application must be arranged.
Please contact us when you can provide the requested information and a date
will be set to review the re -submittal. A re -submittal fee could be assessed in
accordance with the Express Permit review guidelines. However in this case, we
will hold the check that was submitted because the Land Quality permit is
currently in process and that fee is a portion of the current check. Please make
every effort to re -schedule the Stormwater review within a reasonable time.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Cameron Weaver
Express Permitting Coordinator
cc: Sue Sayger, P.E.
Cameron Weaver
ENBIcw: S:1WQS1ST4RMWATERIRETURNTILENAME

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STORMWATER NARRATIVE
SAND INFILTRATION TRENCHES
Morgan's Creek Landings Condominiums
Morehead City, NC
EDA project # 2005416,00
Radio Island Development, LLC is in the process of developing a parcel of land on Radio Island
in the Town of Morehead City, Carteret County. The property is zoned RMF- Residential Multi -
Family. The property covers ten -acres along Old Route 70, adjacent to Radio Island along the
SC waters of Morgan Creek and Beaufort Harbor. The proposed project, Morgan's Creek
Landings Condominiums, will be three -stories, with open-faced, garage level parking. The
project has been reviewed by the Planning Council of the Tow of Morehead City (comment letter
attached). No further changes are required by the Tonw.
Currently, 1.5 of the ten acres is disturbed, with one acre of impervious area (including parking
and a rundown, vacant commercial supply structure). The proposed project includes 0.7 acres of
impervious area and 1.3 acres of disturbed area. Additionally, in accordance with the Town of
Morehead City open space requirements, a significant portion (9.0 acres) of the parcel has been
designated as open space and will remain pervious. As such, the proposed development will
result in a reduction of impervious area.
Various site factors have driven the decision to utilize stormwater sandfilter infiltration trenches
in the project, including the topography of the site and the proximity to SC waters. The proposed
design incorporates triple sand infiltration trenches, which are located at finish floor grade in the
garage. The garage impervious surfaces flow to the trench grates and into the sedimentation
chambers. The roof drain leaders drain directly into the sedimentation chamber, where the solids
will settle out. As the sedimentation chambers fill, the run-off weir flows into the filtration
chamber. The sand filters are sized to draw down in 24-hours, ultimately draining into the SC
waters of Morgan Creek.
As the site currently includes no stormwater treatment, we feel that proposed stormwater system
not only adequately treats the stormwater from the site, but also results in improved quality of
stormwater into the SC waters.
i. .

1
28-Sap-2005 02:13pm From -TOWN OF MOREHEAD T-209 R.001/003 F-424
rEPQ Ci)
RECEIVED SEP 2 6 2005
Cit
g n
TOWN OF MOREHEAD CITY
PM Drawer M
706 Arendell Street �I
Morehead City, NC 28557
[phone], ext. 37 ---�
[phone] fax
Inspections & Planning
TO: Michelle - EDA
FROM: Tonya Jacks
DATE: 9126105 # OF PAGES:
COMMENTS:
Here is the information that you requested_
(including cover sh let)
If you have any questions, please feel free to give me a call.
'I
E

26-Sep-2005 02:13Pm From-TORIN OF MOREHEAD
T-209 P.002/003 F-424
(IV-C) Multi -Family Site plan Review: Radio Island Development Company, LLC,
212/214 Old Causeway Road; Zoned: RMF; 30 units; Total Acreage:"l 10.1 acres;
Utilities: to be serviced with City Water/Sewer. .1
Planning Board Update (91201VS): The Board asked if the boats and jur{que will be
cleaned out before the docks are installed and that it the developers plan} The Board
would like to see the concrete fence on the front of the property extend dpwn the east
property line since it abuts residential They would also like the walkwap/deck area at
the rear of the property to have access for public use. There were conce I with the
intersection and the railroad tracks but DOT will decide if it needs to be changed The
Board agreed overall this developnsent would be a big improvement ova what currently
exists.
History_ This property was annexed into the corporate limits in October, 004 and was
zoned RMF (Residential/Multi-Family) at that time. In accordance with the Unified
Development Ordinance, the Planning Board is being required io conduct:a review of the
site plan because the lot size is greater than 18,000 square feet. No signs lave been
posted and notices have not been sent because it is a site plan review proc ss, not a
zoning action.
Densi
5,000 square feet is required for the 1 st unit and 3,000 square feet is required for each
additional 2 or more bedroom units. 'Dirty (30) units are being propos . Based upon
The formula the minimum lot size for 30 units is 2.11 acres. The entire' parcel contains
10,1 acres.
Open Space:
�• Natural Open Spaces: - A minimum of 15% or 1.5 acres of the site must be left in a
naturally vegetated state. As drawn, the site plan exceeds this requirement with 6.2
acres. II
• Useable Open Space: - A minimum of 10% or 1 acre of the site m t be improved
and maintained as useable open space for active and/or passive recreation purposes,
No useable open space shall have a length, width, or diameter of less than twenty
(20) feet. The plan shows a total of 2.8 acres of useable open space_
Lan dscapingBuffers:
A 10 foot landscaping strip will be located along the Old Causeway Road and Morgan
Street rights -of -way and the greenery must be located outside of the fence. A five foot
landscaping strip is provided along the eastern property line and a 30' buffer is provided
along the waterfront. In addition, 6 canopy trees will be provided along the edge of the
property to meet the parking landscape requirement.
Height Limit: The maximum allowable height is 50 feet and the buildiiiig, as proposed
with three stories and a ground level parking area, would not exceed this Tequirement.

2E-Sep72005 02:13pm From -TOWN OF MOPEHEAD
T-209 P-003/003 F-424
Minimum Front Yard Setback: Twenty-five (25) feet is required and sho
Mini um Side Yard Setback: Minimum eight (9) feet for one side only d twenty (20)
feet minimum for two -side aggregate (combined) for the first story in hei t plus five (5)
feet to each side yard for each additional story in height. Since this is loc• ted on a corner
lot, there are two fronts and two side setbacks. The combined setback total for the
proposed building is 50 feet, with the minimum for one side being 23' The east side
setback is 23 feet and the south side setback is 32 feet.
Outside Lighting: Multifamily housing developments shall be required tb install on -site,
exterior lighting to light parking lots, rear areas, and developed recreltion areas. An
outdoor lighting plan shall show the location, height above grade, and the type of
illumination. Illumination standards for parking lots and building surroundings shall be
(values provided in foot-candles maintained at grade) an average of two (2) foot-candles
with not less than one foot-candle. A lighting plan is pending.
Drainage requirements_ All storm drainage shall be adequately desi d so that roads
may be maintained without excessive cost, and so as to prevent flooding on private
property from storm runoff of the design frequency. The drainage impact statement is
located on the plat. The project includes two sand infiltration systes. To date, the
permit has not been received. I
'1
Driveway Permit: A total of 4 driveway permits are required from NCDT. To date, the
two main drives have been permitted. The driveway cut to the boat storage area and the
dumpster have not been issued to date.
Parkinggrego ements_ Apartment/multifamily dwellings require two (2) spaces per unit;
plus one space for every six (6) units for overflow; plus three hundred Q 0) square feet
of fenced area for every three (3) units which shall be designated as boat + RV, and trailer
storage area. A total of 65 parking spaces are required and 65 are show. The
boat/RV/trailer requirement is 3,000 square feet which is shown. In addition, 20 boat
slips are being proposed which will not be leased or sold and must be copnected to units.
Lot Coverage: The maximum lot coverage is 40%. As drawn, the projgct meets this
coverage requirement with 6.3 percent.
Sidewalk: A 5' sidewalk is required along the right -of --way of Old CaJeway Road or a
fee in lieu of installing it will be required.
Name of Pr ject: Sometime prior to construction the project will need to be renamed
from "Hammocks" because the name is similar to another project in BrIndywine_
,i
,I

::OPrICE U5E';ONLY,�-
Date Received Pee Paid Perrnit Number
D
State of Nortli Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project.):
Radio Island Develo ment LLC
2- Pi-int Owner/Signing Official's name and title (person legally responsible for facility and compliance):
W. Douglas Brady
3. Mailing Address for person listed in item 2 above:
100 Lands End Road
City: Morehead City State: NC Zip: 25557
Telephone Number: ( 252 ) 7.26-2060
A. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Morgan's Creek Landings Condominiums
5. Location of Project (street address):
Corner of NCSR 1205 & NCSR 1224
City Morehead City County: Carteret'.:
6. Directions to project (from nearest major intersection):
From Arendell Street (HwMorehe_ad City NC; Go East over bridge to Beaufort
Turn Right on Radio Island Drive, Turn immediate left on SR 1205, Bldg on right (soutf
7. Latitude: 34043' 16" N Longitude: 76°40' 56" W of project
8. Contact person who can answer questions about the project:
Name: Susan Sayger, PE Telephone Number: ( 252 ) 247-2127
Il- PERMIT INFORMATION:
I. Specify whether project is (check one): XX New Renewal Modification
Form SN U-101 Version 3.99 Page l of

2. If this application is being submitted as the result Of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density XX High Density Redevelop -General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major XX Sedimentation/Erosion Control 404/401 Permit NPIDES Storinwater
Information on required state permits can be obtained by contacting the CLISt011lel' Set -vice Center at
1-877-623-6748,
III. PROJECT INFORMATION
1. In the space provided below,,surnmarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing storrnwater management for the project .
Project includes )s�and infiltration Systems. All run-off from impervious surfaces
including roof drain leaders will be directed to grates into the sand filter
sedimentation chamber. Run-off will then filter through the sand, ultimately falling
into water of Morgan's Creek.
2. St6rinwater runoff from this project drains to the White Oak River basin.
3. 'rotai Project Area: 10.2 acres 4, Project Built Upon Area: 6.6 %
5, How many drainage areas does the project have? 6
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
D Area1
u
Receiving Strearn Name
Morgan Creek
Morgan Creek
Receiving Stream Class
SC
SC
Drainage Area
2,674 sf
8,270 sf
Existing impervious' Area
2,674
8,270
Proposed Impervious'Area
1,326
8,270
% Impervious' Area (total)
98%
100
Area
Drama g"p;Ar6a,
D A '2
2w,­', ramage, rea
On -site Buildings
0
0
On -site Streets
0
0
On -site Parking
11000
8,270
On -site Sidewalks
0
0
Other on -site
0
0
Off -site
1 674
0
Total: 2,674
Total: 8,270
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Dorm SWU-101 Version 3.99 Page 2 of 4

a 'Bsirt IrifdriTiation
­ I . , . . - V
'�7- Dr aii-6,� Ar " I-
, . . , 6 .
Dr6ihq e A��6,?,/
S . -
Receiving Stream N,"e
Morgan Creek
Morgan Creek
ReceivirkgStrearn Class
SC
SC
Dr,xinage Area
8,000
7,326
Existing Imper-,sous' Area
8,000
7,326
PYC,POSI-d I III Pe]-V i0LIS'.-'Ve0
81000
7,326
% Impei-vious' Area (total)
100%
1 _100%
Jmvervious*'S6 rfiiZe'.-A'ea
'A- iq­t
r6ax"" ."4-
On-site Buildings
8,000
2,482
On -site Streets
0
0
On -site Parking
0
4,844
On -site Sidewalks
0
0
Other oil -site
0
0
Off -site
0
0
Total: 81000
Total: 7,326
lrripen.'Iuo arya is Mn�d as the built upvti ari?a including, but not 191miad to, buildings, roids• lurking anus,
sidewalks, gmvplarpiz. 0c.
&-isi ri Information
"j'�DFatna'SE� ALr ea.
Are_�'
Receivii-S St ream N.u-ne
Morgan Creek
Morgan Creek
Receiving Stream Class
SC
SC
Drzdnage Area
7,767
15,215
Existing Impervious* Area
7,767
15,215
Proposed 111-1 Fel-v ious*Area
2,249
0
% Impervious Area (total)
97%
0%
IrnervioUS'SUrface'Area
,,'jWralpap.
ralnhA�-Ar
On -site Buildings
0
466
On -site streets
0
0
On -site Parking
7,767
5,077
On -site Sidevvalks
0
0
Other on -site
0
9,672
Off -site
0
0
-Total-, 7,767
Total: 15,215
Impuilous arts is dMinc-d as &rre built upon air'.? indudRg. but not hm!tcd to, buildings, roads, lurking areas,
'5 Ich-'waRs. gravel arras, etc

T How was the off -site impervious area listed above derived?_&
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number -
as issued by the Division of Water Quality. These covenants may not he
changed or- deleted without the consent of the State.
Z. No more than square feet of any lot shall be covered by .structures or impenJous materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate orsimilar material but do not include wood
decking or the water surface of swirrrming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement forin(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Font SWU-101 Version 3,99 Page 3 of 4

V1. SUBMIT'J'AL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of storrnwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name -
Engineer and firm
-Legend
North arrow
Scale
Revision number & date, -
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
]details of roads, drainage features, collection systems, and stonnwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VI1. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf', please complete this section.
Designated agent (individual or firm): Susan 5a 9e_r, PF—EDAIDa
Mailing Address:_ 301 Commerce Avenue, Suite 12
City: Morehead City State: NC Zip: 28557
Phone: ( 252 ) 247-2127 Fax: ( 252 ) 247-0674
Vill. APPLICANT'S CERTIFICATION
_7���1 r
1, (print or type Warne olperson listed in General Information, item 2}
certify that the information included on this permit application form is, to the best of my know edge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 .1000. �--_
Signature:
Date:
Form SVVU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWA` ER MANAGEMENT PERMIT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form inay be photocopied far use as an original
DWQ Stormwater Management flan Review:
A complete stormwater management plan submittal includes a stonmwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stonnwater conveyances and system details.
1. PROJECT INFORNIATION
Project Name : Morgan's Creek Landings Condominiums _ J_
Contact Person: Susan Sayger, PE Phone Number: (252 ) 247-2127
For projects with multiple infiltration systems, a supplement form must be completed for each system. "Phis
worksheet applies to: Trench Al in Drainage Area _8.270 (greatest)
(from plans) Darn Pot -in SWU-101)
11. DESIGN INFORMATION (attach supporting calculations/documentatlo►l):
Soils Report Summary (based upon an actual field investigation and soil Borings)
Soil Type Medium Dense Sand
Infiltration Rate 0.31 in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 0.36 fmsl (Seasonal High lVater Table elevation)
Trench Design Parameters
Design Volume 689 c.f.
Design Storm 1 inch event (1.5 inch event for SA waters, I inch event far others)
Drawdown Time 1 days
Perforated Pipe Size 6" inch diameter
Perforated Pipe Length Q - A ft.
No. Observation Wells 0 (rnciv he required on a case -by -case basis)
Stone Type (if used) Sand 2mm avg. diameter
Stone Void Ratio
Trench Elevations (infect mean sea level)
Bottom Elevation 3.3 fmsl
Storage/Overflow Elevation 5.3 fmsl
Fonn SWU-107 Rcv 3.99 Page 1 of 4

Trench Dimensions
Height 3 ft. Length 24 ft.
Width 15 ft. Volume Provided 720 cu.ft.
Ill. REQUIRED ITEMS CHECKLIST
'Fhe following checklist outlines design requirements per the Stormwater Best Management Practices manual (N.C.
Department of Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15
A NCAC 2 1-1.1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting;
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been mct.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. Off-line system, runoff in excess of the design volume bypasses the system (bypass detail
provided).
f. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days based upon infiltration
through the bottom only (a hydrogeologic evaluation may be required).
2�2 g. Soils have a minimum hydraulic conductivity of 0.52 inches per hour.
hS_ h. System is not sited on or in fill material or DWQ approval has been obtained.
I. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entirc drainage area is
stabilized.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage.
ID& QEnaOM k. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
1. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters ).
in. Irainage area for the device is less than 5 acres.
114 A n. A pretreatment device ( filter strip, grassed swale, sediment trap, etc.) is provided,
a�2 o. Trench bottom is covered with a layer of clean sand to an average depth of 4 inches.
p. Sides of the infiltration trench are lined with geotextile fabric.
17 q. Rock used is free of fines (washed stone) and has a large void ratio.
Ve
r. Side to bottom area ratio is less than 4:1.
Form SWU-107 Rev 3.99 Page 2 of 4

$ Observation well(s) are provided (case -by -case basis).
t. Vegetated filter is provided for overflow (50 feet for SA waters, 30 feet for other waters)
and detail is shown on plans.
`? u. A benchmark for checking sediment accumulation is provided.
IV. UNDERGROUND INFILTRATIONTRENCH OPERATION AND MAINTENANCE AGREEMENT
After every nmoff producing rainfall event and at least monthly inspect the bypass/overflow stricture for
blockage and deterioration and the infiltration system for erosion, trash accumulation, grass cover, and general
condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash and blockages as needed to maintain
system performance.
Remove accumulated sediment annually or when depth is reduced to 75%, of the original design depth. Restore
depth to original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed.
4. The water level in any monitoring wells will be recorded after a- 1 inch rainfall event and at least once a month.
Chronic high water table elevations (within 1 foot of the bottom of the system for a period of three months)
shall be reported to DWQ immediately.
5. If DWQ determines that the system is failing, the system will immediately be repaired or replaced to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater control
devices as allowed by NCAC 21-1 .1000 must be designed, approved and constructed.
Remove accumulated sediment from the infiltration system annually or when depth in the unit is reduced to
75% of the original design depth. The system shall be restored to the original design depth without over -
excavating. Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an
appropriate manner and shall not be handled in a manner that will adversely impact water quality (i.e.
stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the infiltration system. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the depth at the benchmark reads 4.3 , the accumulated sediment shall be removed
from the system.
Form SWU-107 Rev 3.99 Page 3 of 4

l acknowledge and agree by my signature below that f at» responsible for maintaining the stormwater
collection system in accordance with the sip: maintenance procedures listed above. I agree to notify DWQ
of any problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: W Douglas Brady, member
Address: 100 Lands End Road Morehead City, NC 23557
Phone: [phone] Date: September,
Signature:
on
Note: The legally responsible party should not be a homeowners association unless more thun 50% of the lots have been sold and a
resident of the subdivision has been named the pt•esident.
a Notary Public for the State of l .�r� is'ncr
/�,� r-ri'1 , County of
II1
do hereby certify that r, �, _ti r-_ personally appeared before me this��f"'
Clay of -J.vo zs' and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
SEAL. My commission expires C� �?s OCI
17...... cUlII i_,n'7 n'.,,'I eta Pagc 4 of 4

.
State Stormwater Permit No.
Applies to System No.
SAND FILTER OPERATION AND MAINTENANCE PLAN
Regular maintenance is essential to the long-term performance and durability of the
sandfilter, as it is with all stormwater BMP's.
Depending on the types of activities occurring within the drainage area, most sand
filters will show a decreased capacity for filtration after a few years. At least once a
year, each filter must be inspected after a 1" design storm event to determine if the
filter bed is passing the runoff within 24 hours.
2. If the filter is not passing the runoff completely within 24 hours, the first 2"-3" of
discolored sand must be removed and replaced with new sand. The removed sand
must be dewatered and disposed of properly.
3. At the same time that maintenance is performed on the sand chamber, the sediment
chamber should be pumped and cleaned. The removed sediment should be
dewatered and disposed of properly.
4. At least once every quarter, check that the orifice is clear.
I acknowledge and agree by my signature below that I am responsible for the performance
of the maintenance procedures listed above. I agree to notify DWQ of any problems with
the system and prior to any changes to the system or the responsible party.
Print name and title vsAoj r -- as he V . Deu7 B"a-�
Address -6o% cv.v.+n+ercc vc K" tts-+cn c„-q . N c Zgs5 7
Phone: 25 2 - 2 - 2 Of It Fax: LSt
Signature Date ta. 25 • DS
'j•
Note: The legally r pon le party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of do hereby
certify that -t personally appeared before me
this the �r5+�, day of and acknowledge the due
execution of the foregoing sand filter maintenance requirements. Witness my hand and
official seal,
SEA!
My commission expires C.' ) iC
1

L�/� A.-
..
NCDENIR p
North Carolina Department of Environment and Natural Resources ��
943 Washington Square Mall, Washington NC 27889 [phone] FAX (252) I5-371 r
Request for Express Permit R
FILL-IN all information below and CHECK require Pe ' s}
FAX or email to Cameron. Weaver@ncmai 1 . net along with a narrative and, r ' 'tP of the jec at
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are t
APPLICANT Name W. Dou 1 as Brad '
Company Radio -Island Devel-glpment,LLC
Address 100 Lands End Road City/State Morehead City ;NC Zip 28557 4 r 't
f Phone 252�Z726-2060 — Fax Email 0,0
PROJECT Name Mor an's Creek Landis-s Condominiums 1 �,
PROJECT LOCATED IN Carieret Countywhite oak 4Vy
(�'
ENGINEER/CONSULTANT Susan -Sayger,PE
Company EDApa 8
Address 301 Commerce Avenue, Suitel0?City/State Morehead City NC Zip 28557 County Carteret
Phone [phone] Fax [phone] Email [e-mail]
7 STREAM ORIGINATION CERTIFICATION; Stream Name
._-_----_-.._______________...._----..____-________________-_____-___---_----_-_----_-_--___-----------_---_----_-___-_--__-_-----------_-___ _ _ - L r
,a STORMWA TER ❑ Low Density ❑ High Density -Detention Pond igh Density -Other
j
❑ Low Density -Curb, & Gutter EaHigh Density -Infiltration Off Site
------------------------------------------------------------ ------------------------------------- ------------------------------- ----------------------
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑.Upland Development ❑ Marina Development ❑ Urban Waterfront
---------------------------------------------------------------------------------------------------------------------------7----------------------------------------------
U LAND QUALITY ❑ Erosiob and Sedimentation Control Plan with 1 ;3 acres to be disturbed.
------- ------------------------------;- :�--------------------------------------------------------------------------------------------------------------------------------
❑ WETLANDS (409)/❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted' ❑Greater than 0.5 AC Wetlands Impacted
-------------- ------ --------------------------------------------------------------------------------------------------------------------------------------------------
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to 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 $
AA $
401 $
Total Fee Amount $

�i
�E Pa
north carolina
Arcllitects ❑ Engineers ❑ Planners
STORMWATER NARRATIVE
SAND INFILTRATION TRENCHES
Morgan's Creek Landings Condominiums
Morehead City, NC
EDA project # 2005416.00
Radio Island Development, LLC is in the process of developing a parcel of land on Radio Island
in the Town of Morehead City, Carteret County. The property is zoned RMF- Residential Multi -
Family. The property covers ten -acres along Old Route 70, adjacent to Radio Island along the
SC waters of Morgan Creek and Beaufort Harbor. The proposed project, Morgan's Creek
Landings Condominiums, will be three -stories, with open-faced, garage level parking.
Currently, 1.5 of the ten acres is disturbed, with one acre of impervious area (including parking
and a rundown, vacant commercial supply structure). The'proposed project includes 0.7 acres of
impervious area and 1.3 acres of disturbed area. Additionally, in accordance with the Town of
Morehead City open .space requirements, a significant portion (9.0 acres) of the parcel has been
designated as open space and will remain pervious. As such, the proposed development will
result in a reduction of impervious area.
Various site factors have driven the decision to utilize stormwater sandfilter infiltration trenches
in the project, including the topography of the site and the p xlo mity to SC waters. The proposed
design incorporates dual sand infiltration trenches, which are located at finish floor grade in the
garage. The garage impervious surfaces flow to the trench grates and into the sedimentation
chambers. The roof drain leaders drain directly into the sedimentation chamber, where the solids
will settle out. As the sedimentation chambers fill, the run-off weir flows into the filtration
chamber. The sand filters are sized to draw down in 24-hours, ultimately draining into the SC
waters of Morgan -Creek.
As the site currently includes no stormwater treatment, we feel that proposed stormwater system
not only adequately treats the stormwater from the site, but also results in improved quality of
stormwater into the SC waters.
Ra1eig
4140 Parhlahe Avenue
quite 300
iialli , NC 27612
Ph: 19.781.1083
Fax: [phone]
Finad: LdaL ld:az�pa.cuin
Grcon uii%
201 West First Street
Suite 202
Greenville, NC 27858
Ph: 252.758.3138
Pax: 252.758.0553
1_IllaiL t!Lg(rT• DAt1S.cjm
Jacksonvifle
901 Hargett Street
Suite D
Jacksonville, NC 28540
Ph: 910,455.1620
Fax: [phone]
Email: edai u E1)Aµa.com
moreh,,ad City
301 Commerce, Avenue
Suite 102
M i,rchead City. NC 28557
Ph: 252.247.2127
Fax: [phone]
1-mail: cdaro0i ]:;DA1)'1XoJ,1

VICINITY SKETCH
( xm TO scxq
VCl(lb tT"OV
IYI�
IxAurna
--'SITE
Np
Q
a
mR
9
NOTES: Broken limes not surveyed, calculated or taken from referenced materials.
Elevations Dosed on North American Vertical Datum in accordance with
I,1.S.C.& G.S. benchmark 'X-142' (t963).
A temporary benchmark was set ( nail In north face of power pole set
at an efcvcVan of 7,0' NAVD).
Property fails in special flood hazard zone 'AE', base flood elevation =
7.D' NAVE) according to FEMA map, Community Panel Number 370043
—6396—J, map effective date 07-16-03, map index 07-02-04.
LEGEND: e.i.p. = existing iron pipe .
e3.5. = existing iron stake
e.r.r.s. = existing railroad spike
e.n. - existing nail .
s.i.p. - set iron pipe
. = pt_ = point, nothing found, nothing set
R/W = right—of—way
C/L — centerline
EDP — edge of pavement
NCSR = North Carolina Secondary Road
FEMA = Federal Emergency Management Agency
NAVD = North American Vertical Datum
+ spot elevation
f.f.e. — finish floor elevotion
Lb.m. = temporary benchmark
P.I.D. - parcel identification number
existing piling location
■ — past, old wooden bulkhead
Area Notes
Being ell .( Late 3 through 7, a partian of Fort Macon D-e, a 15' strip eoel
Of and adjacent to Fort Macon On've. all as recorded in Map Book f, Page 1.17
(9tLAxWArm SP$f) of the Carteret Cm" Pegiater of 0— ono a portion of
the land swath al and ediacent to above-fdenced property wad an wda, l petl
Portion at Inlet arm.
Surface Areas
A011
N.C.S.R, 1205
Old " of U.S. W y. 70
War. inWe.aaan oonetrucion t

E:pA Pa
nortI caroling
Architects ❑ Engineers ❑ planners
September 28, 2005
Mr. Cameron Weaver, Coordinator
NCDENR
1-Stop Express Permitting
DENR Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Morgan's Creek Landings Condominiums
Morehead City, NC
EDA project # 2005416.00
Cameron:
I am writing on behalf of Mr. Doug Brady and the Radio Island Development, LLC, which is in
the process of developing a parcel of land on Radio Island in the Town of Morehead City,
Carteret County. Specifically, the plan is to develop the ten -acre parcel into 30 residential
condominiums called Morgan's Creek Landings Condominiums. The proposed facility will be
three stories, with open-faced, garage level parking. Currently, 1.5 of the ten acres is disturbed,
with one acre of impervious area (including parking and a rundown, vacant commercial supply
structure). The proposed project includes 0.7 acres of impervious area and 1.3 acres of disturbed
area. Additionally, in accordance with the Town of Morehead City open space requirements, a
significant portion (9.0 acres) of the parcel has been designated as open space and will remain
pervious. As such, the proposed development will result in a reduction of impervious area.
Although the project could possibly be permitted as re -development (no net increase in
imperviousness), it is the desire of Mr. Brady to filter the run-off through sand filters to enhance
water quality from the site. As such, we are submitting the Morgan's Creek Landings project for
Express Pen -nit review as a high -density project, with dual sand infiltration trenches. The
proposed*design incorporates dual trenches, which are located in the garage: All impervious
surfaces drain to the trench grates and sedimentation chambers; from these chambers, the run-
off flows then into the filtration chamber, where the sand filters draw down in 24-hours and
ultimately drain into laic SC waters of Morgan Creek. Again, the proposed stormwater system
will result in improved treatment of the stormwater. Attached are a stormwater narrative,
vicinity map, and Request Express Permit Review application.
Raleigh I G.eenVille Jacksonville MoreheadCity
4140 Pari2LAL• Avenue 201 West first Street 901 Flargett Street
Suite 300 Suite 202 Suite D 301 Commerce Avcnue
Raleigh NC 27612 Greenville, ``C 27858 )ac6sonville, NC 28540 quite 102
Pit: 919.781.1483 Pk- 262,758.3138 Ph: 9 10.455. 1620 Morehead City, NC 28557
Fax: [phone] Fax: [phone] Fax: [phone] Ph: 252.247.2 127
Entail: eclat 5 F-DAPa.euut Email; eda c EI)Apa.cum Email: cdai rr DA_pa.cunt Fax: 252,247.O674
Email: edam a 1_DApa.cum

• �jf r�i
north carolina
Architects ❑ l-rigineers ❑ Planners
Mr. Cameron Weaver
Morgan's Creek Landings
Page 2 of 2
Let us know, if there is anything else you need. My schedule is open to meet to discuss the
project. Thank you in advance for assistance with this matter.
Sincer Y,
f •
u an H. SaygerRP
A Engifeer
~DApa
SHS/lsb
(2) Enclosures
Fn:c:Ihomelprojects12005120054161corresplNC DENRIeuer.doc

;OM
ire
P
Architects U Enginecm n Planners
(F2 0 Clc-T 7 2005 2 ; 40/.;T, % ; 40/Ho, 08 i 6191554 F 1
3oi Commerce Avenue
Suite io_
Morehead City, North Carolina 28557
Ph:,252/247-2127
Fax: 252/ 247-o 674
161hl)o
LETTER OF TRANSMITTAL
To: ViNCENT LEWIS Date: 10/06/05
Job #: 2005416
From; SUE SAYGER Subjcct: Morgan.'s Creek Landings
Infiltration Site
I WE ARE SENDING YOU:
❑ Shop Drawings.
❑ Copy of. Letter
XX Enclosed 0 -Under separate cover via
ike Joilowing frems:
Prints ❑ Pluns U Samplcs
El Change Order
UPS
D Specifications
■���1111r��i��11yyi�'e�pp.
3MM1
1
.-
_'n'J ^X{{�'"N.N
..
" }n t 9Y
HY�H •�L.ii� RFv'� N Y[ti1hyi *w% �'SrIi1�M
I
infiltration Site Visit Rc ucst
1
Vicinity Ma
rHESE ARF TRANSMITTED as chccked below:
n For approval ❑ .Approved as submitted ❑ Re-suhinit copies for approval
For your use ❑ Appruvcd as noted v Submit copies for distribution
I As requcstcd f1 Retumcd for corrections ❑ Retunt corrected prints
For review and comment
r; FORBIDS DUE
REMARKS:
AS PER DISCUSSION. FOR MONDAY A.M. MEETING
Raleigh o Greenville o Jacksonville a Morehead City

(rR O CH'T 7 20i11 40/ T.-'.0/i�a. Ff l'619156w P 2
INFILTRATION SITE VISIT REQUEST
Name of the Project: Mor an's Creek Landings Condomi ni ums
Location (attach a clear vicinity map): SE Pnpert_y at corner NCSR 1224 & NCSR 1205
Street address, SR number, community, etc. Radl0 l.s and, IBC
Directions from the nearest major intersection: US Hwy 70 East; Morehead Ci ty
SPA, First right at Radio Island Rd (NCSR 1175) Left on Uld Causeway Rd'(NCSR 1205)
Lot on SE corner of _corner NCSR 1224 & 1205. Morgan's�, reek Road
Owner/Applicant Name: Doug Brady
Consultant Name: Susan Sayger.*_PE
Consultant Contact Information: 25�/247-2127 (office) .252/247-0674 (fax)
Phone, fax, email, etc, [e-mail]
#1 #2 #3 #4 ##5 #6 #7 #S
Existing ground elev. @basinitrench= 2.5 3.6.
SHWT elev.=
I
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation
Summary/Comments:
'A Wt L'�
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. if these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation_ If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

f L n') J

it
(Fr I ) 0 C T 7 2 130 , ; ,,0/ ST. % ; 4 0 / N E. 161 U1 5r14 R
It lu I!"'r
A C>
I VICINITY SKETCH k
( ,ter fo %-o j
NOTES: Broken 6rea hot 00")sd. colcuiated or lateen from referenced molerlats.
0"ations bared on Worth American Vertical 09tum in oocofdonce eiLh
U.S,C.3 0.M bwvdwrwk it- t t r (t M).
A temporary t7enchmork ray set ( aull In north faw or power pole set
el an .Ileauftn D( 7,0' NAVD).
property Tollr In special flood hutard tone 'AE', base flood sleration
7.D' NAVID aemrding to FE" map. Commufft Panel Numbar 370W
-6396-J, map 40ecti.e dame 07-16-03, map rode: 07-02-04L
LEGEND e.Lp. + eaW UN Iron pipe
e.1.1. - existing iron s4.1<e
➢rase s e.r.r.s. - existing rapike
a.hilnq nail
.,LD. set Iron Dips
+ pL + polnt rlM" found, nothing set
R/W - right-cf-voy
C/L - centerfins
EDP - eape of paremenl
NCSR North Carolina Secondory Rood
FEWA - Federul frsmgandi tAanogement A9er-y
NAVD + North Amertaarl Vertcal Datum
f spot elawtlon
f.f.e, — flniah'fkn ■te.at;on
t.b.m. — temporary benahmark
P.W. pamal Identifiootion numear
ex 1n4 01M IocvVon
a - poet old wooden bulkhead
Area Notes
9dno all of feu a w. r 7. a earAm ar Fat wens, nm., a W .rno ae.t
of end apiacenl to raw U.cw. . et ae remreee In.
Nov
Nap a6 I. Prue i77
(B (r —TER SPT) nr r,f +A•o— Cd.nar leaner or Ogee one a P.• .
w land .... al a .ef.—L la YW...e.n.,c.a a.awF oM an .�•�-�.�+'y
0anM Or ff Or—,
SuAaro Neoe
N.C.S.R. 120�5� '�
I pone) -J..tf�
ON " a as M., to
eAa. hhr.erdoe raleln~
,:9