19960387 Ver 1_COMPLETE FILE_19960503

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
N?5VA11
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?EHNFi
June 17, 1996
Carteret County
DEM Project # 960387
COE #199603353
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Wayne Yarborough
Vision Properties, LLC
P.O. Box 5007
Winston-Salem, NC 27113
Dear Mr. Yarborough:
You have our approval to dredge acres of waters for the purpose of establishing a marina and associated
subdivision at Sea Isle Plantation, as you described in your application dated 26 April 1996. After reviewing
your application, we have decided that this fill is covered by General Water Quality Certification Number
3025.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. A permanent pump-
out facility shall be installed and maintained at the marina with signage posted. '$e basin and channel should
be dredged so that the bottom slopes gradually toward entrance. In addition, you should get any other federal,
state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401 of
the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
0Ho r. P .E
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
Larry Zucchino; Paton/Zucchino and Assoicates
960387.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources 4
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary C) C 1"NJ F=1
A. Preston Howard, Jr., P.E., Director C
June 17, 1996
Carteret County
DEM Project # 960387
COE #199603353
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Wayne Yarborough
Vision Properties, LLC
P.O. Box 5007
Winston-Salem, NC 27113
Dear Mr. Yarborough:
You have our approval to dredge acres of waters for the purpose of establishing a marina and associated
subdivision at Sea Isle Plantation, as you described in your application dated 26 April 1996. After reviewing
your application, we have decided that this fill is covered by General Water Quality Certification Number
3025.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. For this
approval to be valid, you must follow the conditions listed in the attached certification. A permanent pump-
out facility shall be installed and maintained at the marina with signage posted. *$e basin and channel should
be dredged so that the bottom slopes gradually toward entrance. In addition, you should get any other federal,
state or local permits before you go ahead with your project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401 of
the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
ton Ho d, Jr. P.E
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
Larry Zucchino; Paton/Zucchino and Assoicates
960387.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/100/9 post consumer paper
I i f
f
To: John Dorney
Environmental Sciences Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSO
WQ SUPERVISOR: ADKIN
DATE: June 4, 1996
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 96 PERMIT NO.: 960387 COUNTY: Carteret
PROJECT NAME: Sea Isle Plantation (Vision Properties, LLC)
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: April 26, 1996
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Bogue Sound
CLASS: SA STREAM INDEX #: 20-36-(8.5)
*OPEN OR CLOSED: Open
WL IMPACT: Yes WL TYPE:
WL REQUESTED: .53 WL ACR EST: Yes
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
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F?
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s
RECOMMENDATION: Other
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED: Under Review
PROJECT DESCRIPTION: The applicants propose to develop a 66 lot subdivision with a 74 slip
marina within an existing highground basin.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3025
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Proposed on site community system
TO BE PERMITTED BY: County
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: 23,086 sq. ft. 404
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
960387. May
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: Yes MARINA SERVICES: Yes
OXYGEN IN BASIN: See comments CLOSURE OF SHELLFISHING WATERS: Yes
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMAMNDED CONDITIONS OR PERMIT RESTRICTIONS:
The permit application indicates that the channel and the basin will be excavated to -5 MSL.
To minimize stagnate areas, it is recommended that the basin and channel be dredged so that
bottom slopes gradually towards the entrance. It is also recommended that mouth of the canal
be properly maintained to prevent shoaling from restricting tidal flushing in the basin.
A permanent pump-out facility should be installed and maintained throughout the life of the
marina and signs should be posted around the basin indicating the location of the pumpout.
cc: Central Files
Wilmington Regional Office Files
DCM-Charles Jones
John Parker
TO: John Dorney
Environmental Sciences Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
Use Attainability Analysis for
Proposed Marina Projects in Class SA Waters
(Check all Appropriate Boxes or fill in Blanks)
Project Name: Sea Isle Plantation
Section I. Project Description
A. X New Marina Marina Expansion
B. New Basin (dug out of high ground)
(Include specifications and sketch.)
Existing Basin Expansion
(Include specifications and sketch.)
Natural Waters
Others (Please describe below.)
New marina within existing basin dug out of highground
C. Proposed No. Slips 74
Existing No. Slips 0
D. Commercial Marina
X Private Marina
Publicly Owned Marina
Other (Please describe below.)
E. Description of Any Unique Characteristics or Operational
Proposals.
Section II. Existing Use Determination (for waters outside
marina basins)
A. Closure Status (check one)
Open Waters
X Closed Waters (by data) Date Closed April 1990
B. Will the proposed project result in any additional
closed acreage? (Please attach analysis showing
calculations for area of closure.)
Yes X No Not Clear
C. Does the area to be effected by any closure have any
significant shellfish resources?
Yes X No Unknown
Briefly provide description of resource and any other
characteristics.
A shellfish survey was conducted by Paton-Zuchino & Associates.
This survey indicated that within the general 200 foot radius
around the mouth of the existing canal the mean density of hard
clams was 0.633 per meter square. DMF's definition of a natural
shellfish bed is 1.0 clam per meter square
D. Has the area to be impacted by the proposed project been
available for shellfish harvesting and has shellfish
harvesting occurred since November 28, 1975?
Yes No X Unknown
E. Is the entire area to be impacted by the proposed
project currently unavailable for shellfishing because
of the DHS Marina Rule or other irretrievable man
induced impact?
X Yes No
If yes, briefly describe below.
Currently the existing basin is closed to shellfishing and there
is a closure outside the mouth of the basin in a 150' radius.
This area is closed by data. The current proposal to create 74
slips within the existing basin will not result in any additional
closure.
Section III. Attainable Use Determination (To be Completed
Only if the Answer to II.A is Closed Waters (by
Data), and if the answers to II.C and II.D are
No).
A. What are the major sources of pollution causing the
closure?
Unknown, however, there is a 48" stormwater discharge pipe which
was constructed into the basin around 1975. This as well as
other non-point source runoff could be having an impact on the
basin. Additionally, current depth profiles indicate that the
basin is deeper than the canal, probably_ causing staanant
conditions within the basin.
B. What actions are required to reduce or eliminate these
existing sources of pollution?
Eliminate outfall. Fill in basin.
C. Can the areas be expected to be open for shellfishing
given reasonable efforts to control the existing sources
of pollution? Explain.
The existing basin is located in an area which currentlv has no
upland development. It is unlikely expect that the existing
sources of pollution, if identified, could be abated i.e.,
convincing NC DOT to move a 42" outfall pipe or that the basin
would be filled in.
Section IV. Project Decision
A. Recommend Project Denial
There has been a recent shellfishing use (Answer to
II.D is Yes) and the area is not currently
irretrievably closed (answer to II.E is No).
OR
Shellfishing is a reasonably attainable use according
to Section III.
OR
Insufficient information (Answers to II.C and/or II.D
are Unknown)
B. Recommend Project Approval
X There has not been a recent shellfishing use (Answer
to II.D is No) and shellfishing is not a reasonably
attainable use according to Section III.
OR
The entire area is irretrievably lost to shellfishing
as a result of the DHS Rule or other irreversible
man-induced impact (Answer to II.E is Yes)
C. Conditions to be Included in the Permit (check
appropriately)
X Pump-out Facilities Only Boats W/O Heads
X Locked-Head Policy
X No Transient Docking
X No Live-Aboards
D. What additional information is required to make an
informed permit decision?
This analysis and recommendation has been prepared by the
Wilmington Regional Office.
Date
This evaluation of the attainability of shellfish uses in the
waters in the vicinity of Bo ue Sound
is approved by:
Water Quality Section Date
Director's Office Date
A. Preston Howard, Jr., P.E.
Director
DEPARTMENT OF THE ARMY
?jej\777el))) WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF May 1, 1996 rX
Regulatory Branch
Action ID No. 199603353
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
C\
{
Enclosed is the application of Vision Properties, LLC, for
Department of the Army (DA) authorization and a State Water
Quality Certification to excavate a basin, canal and channel,
construct marina dockage for 74 boats and construct two (2)
community piers on Bogue associated with a 66 lot subdivision,
Sea Isle Plantation, Indian Beach, Carteret County, North
Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification by Section 325.2(b)(ii) of
our administrative regulations.
We are considering authorizing the proposed activity pursuant
to Section 404 of the Clean Water Act, and we have determined
that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the
Army permit will not be granted until the certification has been
obtained or waived.
According to our administrative regulations, 60 days is
reasonable for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by July 1, 1996,
the District Engineer will deem that waiver has occurred.
i.
-2-
Questions or comments may be addressed to Mr. Jeffery
Richter, Wilmington Field Office, Regulatory Branch, telephone
[phone].
Sincerely,
Ernest Jahnke
Field Office Manager
Wilmington Field Office
Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
?, f??3 3 53 RECEIVED
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT AFAR 2 ; !7tiO
1. APPLICANT'S NAME: Sea Isle Plantation (Vision Properties, LLC) 4k6ULA1(JWY KRMCN
2. LOCATION OF PROJECT SITE: on Bogue Banks and on the north side of NC Hwy 58, adjacent to
Bogue Sound, in the Town of Indian Beach, Carteret County
Photo Index - 1995:38-467,R-11 1989:159-26,L-14
State Plane Coordinates - X: 2639200 Y: 349400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/5/96 3/26/95
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received - 3/22, 4/2, 4/15/96
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Indian Beach
Land Classification From LUP - Transitional Residential
(B) AEC(s) Involved: EW, PTA, ES, CW
(C) Water Dependent: Yes & No
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing -
Planned -On site. community system
(F) Type of Structures: Existing -
Planned - Residential structures and associated infrastructure including
a marina facility
(G) Estimated Annual Rate of Erosion: slight
Source - personal observation
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands f 310,950 ft.s
shallow water bottom areas
(including basin,entrance and access
channel areas)
(C) Other ± 20 acres
Highground (Maritime Forest
Complex)
(D) Total Area Disturbed: f 27 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes & No
8. PROJECT SUMMARY: The applicant is proposing to develop a 66 lot subdivision with an qPO
I associated 74 slip marina facility. ntw to "e
A Aw
c0?a? ONE
I
FIELD INVESTIGATION REPORT:
SEA ISLE PLANTATION, CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: The applicant's "tract" is an approx. 50 acre area
located on Bogue Banks and in the eastern section of the Town of Indian Beach. Of
this "tract", only f 38 acres is above the mean high water line. The property is
bordered on the south by NC Highway 58, on the north by Bogue Sound, on the east
by a residential subdivision and on the west by undeveloped property. The majority of
the property consists of a classic maritime forest complex with, elevations ranging up to
t 35' mean sea level. Several wetland pockets exists within the dune swales and are
located throughout the project area. The shoreline of Bogue Sound consists of a border
of Coastal Wetlands ranging up to f 350' in width. The majority of this wetland area
is vegetated by spartina altendflora and is below the mean high water line. This
property land represents one of the few remaining large, developable tracts of land
available on Bogue Banks. Portions of the property have, however, been disturbed in
the past. In 1973, a State Dredge and Fill Permit (#510) was issued to a previous
landowner and authorized the excavation of a large, two component, inland boat basin
(f 6 acres) with an access channel into Bogue Sound. The work was completed and a
significant portion of the immediate shoreline area was filled with spoils from the
dredging operation and/or disturbed. The upland property was never developed nor
was the boat basin. Around 1975, the NC Department of Transportation received
permits to improve NC Hwy 58 and as a part of these improvements, a ± 48"
stormwater discharge pipe was installed from the road right of way into the basin area.
Today, the property remains basically undeveloped except for an occasional trash pile
thrown in the upland areas and an occasional boat which may seek refuge in the basin
during storm conditions. The shoreline of the basin area has become fairly stabilized
with shrubs and vegetation with an irregular border of primarily spartina alterniora
vegetation growing along portions of the basin shoreline. The previously excavated
access channel in Bogue Sound for the most part has filled to adjoining depths although
one can still detect portions of the channel. The existing water depths of the entrance
channel and basin are up to f -4' mean low water (MLW) deep. The waters of Bogue
Sound and the boat basin are classified as SA waters. The waters of Bogue Sound
immediately adjacent to the existing entrance channel are closed to shellfishing within a
150' radius while the surrounding Bogue Sound waters areas are open. The waters
within the entrance channel and basin are also closed to shellfishing. Bogue Sound is
noted for significant areas of shellfish, submerged aquatic vegetation and other
productive marine fisheries resources with commercial quantities available and
routinely harvested. The applicant has mapped the areas of rooted submerged aquatic
vegetation along the project area and has included with the permit application
information concerning the results of a shellfish survey undertaken by a consultant. At
this time, the Division of Marine Fisheries has not completed their investigation of the
site and the data supplied by the applicant. Bogue Sound is also noted as an important
recreational boating area with a large number of vessels traversing the waters,
particularly during the summer months.
FIELD INVESTIGATION REPORT:
SEA ISLE PLANTATION, CARTERET COUNTY
PAGE #3
The applicant is proposing to develop this property into a 66 residential lot subdivision
with associated infrastructure and amenities. Also included in the project is the
construction of a 74 slip marina which will be located within the confines of the
existing basin area. Plans included with the application indicate that the proposed
subdivision will result in f 20 acres of maritime forest vegetation and topography
being graded, filled or otherwise disturbed in conjunction with the infrastructure
required for the subdivision development. Sewage disposal is proposed to be
accommodated by a tertiary treatment wastewater treatment plant with low pressure
effluent disposal which is to located in an area adjacent to NC Hwy 58. Potable water
will be available by an existing public water supply system which is available along the
right of way of NC Hwy 58. The installation of the road system and the future
preparation of lots for development will cause the filling of f .53 acres of 404
wetlands. The proposed 66 lot subdivision will be clustered for the most part around
the existing boat basin and on Bogue Sound. Minimum lot size will be 10,000 ft.2
The applicant has requested low density storm water approval from the Division of
Environmental Management. The Estuarine Shoreline Area of Environmental Concern
occupies ± 8.9 acres within the project area. The applicant has indicated that the
amount of impermeable area within this AEC will be: 2.17 ac. in rooftop areas, .49
ac. in roads and .02 ac. in a concrete walkways.
The proposed development of a marina facility will require the re-excavation of the
access channel, boat basin and entrance channel (the area from Bogue Sound to the
basin area) to the original permitted dimension. Plans submitted with the application
shows the proposed result in the excavation of an access channel in Bogue Sound
which is proposed to be f 1225' long x ± 30' wide (bottom width) to a depth of -5'
MLW. The f 550' x f 100' long entrance channel and the f 1200' long x f 80' to
f 240' wide basin is also proposed to be excavated to a depth of -5' MLW. All
excavation is proposed to be accomplished by the use of a hydraulic dredge with the
spoils being pumped to 2 diked disposal areas within the project area. The marina will
consist of 74 wet slips within the existing 6 acre marina. A series of 6' wide catwalks
are proposed in order to gain access to a 8' wide parallel dock within the basin. Off
this main dock, 6' wide finger piers will provide access for each boat slip. According
to the application, the marina is designed for both sail and motor boats ranging in
lengths from 18' to 45'. The marina slips will be owned by residents of the
development and may also include some lot owners in a sister oceanfront subdivision
that the applicant has developed immediately across NC Hwy 58 from this project site.
The marina will be serviced with portable sewage pump-out facilities located at the
basin which will be connected to the sewage treatment plant for the subdivision. The
applicant states that no live aboards will be allowed. The applicant is not proposing
any shoreline stabilization and is proposing to preserve the vegetation along the
shoreline. They do, however, want to retain the option of stabilizing the area if future
conditions warrant. The applicant has indicated that with the approval of the upland
basin, no residential piers will be allowed for any residential lot fronting Bogue Sound.
FIELD INVESTIGATION REPORT:
SEA ISLE PLANTATION, CARTERET COUNTY
PAGE #4
Two community pedestrian piers are, however, proposed into Bogue Sound. These
piers will be f 230' long and 8' wide (6' over coastal wetlands). A 25' x 25' gazebo
is proposed at the end of each pier. Three channel markers are also proposed to be
placed along the outside edge of the access channel.
10. ANTICIPATED EWPACTS: The project as proposed will result in the creation of a
66 lot subdivision with associated infrastructure and amenities on f 38 acres of land.
A significant portion of this area is a maritime forest complex. The applicant has
estimated that initially f 20 acres of land area will be disturbed. The applicant is
proposing to develop under low density with built upon surfaces less than 25% of the
project site. The applicant has also calculated the amount of impervious areas available
under the Estuarine Shoreline AEC's 30% rule and have acknowledged that some lots,
due to their configuration, will have difficulty meeting this standard. Their
calculations show that each waterfront lot could average an impervious area of ±
2,055 ft.2 within the Estuarine Shoreline AEC and not exceed the 30% rule. The
Developer proposes to tract the amount of impervious surfaces for each developed lot
and apply unused impervious credits towards the few lots which may require an area
greater that 30% impervious surfaces within the AEC. Several areas of 404 wetlands
will be filled in conjunction with the roadways and the preparation of building sites.
The applicant has made a request to the US Army Corps of Engineers for a Nationwide
permit for these wetland fill areas. They have also noted in the permit application that
the remaining wetlands on the property will be preserved by legal covenant with the
individual lot owners and a property owners association. Potable water will be
supplied by an existing public water supply company while the wastewater will be
treated on site with subsurface disposal. The applicant is currently seeking approval
from the Carteret County Health Department for this wastewater treatment system.
The excavation required for the reconstitution of the access channel in Bogue Sound
will result in f 52,450 ft.2 of shallow water bottom area being excavated. During a
recent site inspection of the channel alignment revealed no rooted aquatic vegetation
although a bed of SAV's was observed east of the channel. The applicant has
conducted a shellfish survey of the area and that information has been given to the NC
Division of Marine Fisheries for review. It can be expected, however, that the
excavation will result in the direct loss of some shellfish resource. Representatives
with the National Marine Fisheries are reviewing the area to determine whether the
proposed channel will impact SAV habitat areas. The excavation of the entrance
channel and boat basin will also result in f 220,000 ft.2 of shallow water bottom area
being excavated. A recent site visit by DCM the Division of Coastal Management did
reveal clam resources within the proposed dredged area. It is not known, however,
how significant this resource is. All excavation is proposed to be accomplished by the
use of a hydraulic dredge with the t 12,000 yds.3 of sand and silt material being
pumped to two diked disposal areas located within the project site. Turbidity levels
FIELD INVESTIGATION REPORT:
SEA ISLE PLANTATION, CARTERET COUNTY
PAGE #5
will be increased during dredging operations but its adverse effects could be minimized
if timed to periods of least biological activity. The applicant will not be providing any
dedicated spoil disposal site for future maintenance instead relying upon a barge and
bucket operation. All excavation will also be within the footprint of the previously
authorized dredging project which was undertaken in the early to mid 1970's. The
construction of 74 wet slips within the confines of the existing marina should not
increase the existing shellfish closure area of Bogue Sound immediately adjacent to the
entrance channel. The applicant has proposed two pedestrian piers into Bogue Sound
which will be used by the homeowners in the development. The applicant has stated
that other residential piers extending into Bogue Sound will not be permitted.
** PLEASE NOTE THAT SHEET 1 (SP 1) HAS BEEN REVISED. THE LEDGER
SIZE (STAMP RECEIVED APRIL 02, 1996) SHOULD BE SUBSTITUTED FOR
THE BLUE LINE.
PREPARED BY: Charles Jones
DATE: April 24, 1996
'N'Y Vv ? rNru Y.n w....4 AdM
SEA ISLE PLANTATION
APPLICATION FOR C.A.M.A PERMIT
INDIAN BEACH, NORTH CAROLINA
VISION PROPERTIES, LLC
WINSTON-SALEM, NORTH CAROLINA
LAND PLANNING
PATON/ZUCCHINO & ASSOCIATES, P.A.
RALEIGH, NC 27603
[phone]
PROJECT ENGINEERS
PRESTIGE ENGINEERING AND LAND SURVEYING, P.A.
WETLAND & SOILS CONSULTANT
LAND MANAGEMENT GROUP, INC.
MARCH 20, 1996
TABLE OF CONTENTS
PAGE
PROPERTY DESCRIPTION 1
RESIDENTIAL PROGRAM 1
MARINA PROGRAM 2
BASIN/CHANNEL MAINTENANCE EXCAVATION 3
STORMWATER MANAGEMENT 3
C.A.M.A./CORPS PERMIT APPLICATION ATTACHMENT A
NCDEM STORMWATER PERMIT APPLICATION ATTACHMENT B
SEA GRASS SURVEY MAP ATTACHMENT C
NCDHS SHELLFISH CLOSURE MAP ATTACHMENT D
PROPERTY OWNERSHIP DOCUMENTS ATTACHMENT E
REDUCED PROJECT PLATS ATTACHMENT F
000000000000*00000
SHEET
SITE PLAN/C.A.M.A. DEVELOPMENT PLAN SP-1
EXISTING CONDITIONS/REGULATORY SP-2
STORMWATER/EROSION CONTROL PLAN SP-3
MARINA LAYOUT/CHANNEL & BASIN MAINTENANCE SP-4
UTILITY PLAN SP-5
SEA ISLE PLANTATION
BACKGROUND
Sea Isle Plantation (Project) is a planned residential community located on Bogue Banks
adjacent to Bogue Sound with frontage on N.C. Highway 58 in Indian Beach, North Carolina.
The applicant (Vision Properties, LLC) proposes a residential subdivision with 66 residential
lots and associated support facilities and amenities. The project includes a 74 wet slip marina
basin for the private use of the residents. %
PROPERTY DESCRIPTION
The 50.28 acre property is bordered on the east by a residential subdivision, to the west by
undeveloped property and to the north by Bogue Sound. The property lies within the planning
jurisdiction of the Town of Indian Beach and is currently zoned as Planned Development (PD).
C.A.M.A. Land Use Plan Classification is Transitional/Residential. Community water service
is currently available along Salter Path Road and can be readily extended to service the
property. Public sewer service is not currently available.
The property consists of forested dunes ranging in elevation from 35 feet MSL to lower lying
elevations of two to three feet MSL. The property is bordered to the north by tidal marsh and
esturaine waters of Bogue Sound. Waterfront portions of the property have been disturbed in
the past by clearing, grading and excavation associated with spoil disposal activities by the
previous Owner while creating the existing six acre upland basin. The basin is occasionally
used as a protected mooring area by local travelers and recreational boats. The remaining
undisturbed portions of the property support maritime forest.
RESIDENTIAL PROGRAM
Residential development associated with the Project will include 66 residential lots. The
residential lots will be for sale and will be developed concurrently with the marina and support
facilities. All unit owners will have access to the marina basin and will be afforded
opportunities to use the marina facilities.
PROJECT ACREAGE 50.28 ACRES
SINGLE FAMILY LOTS 66 LOTS
GROSS DENSITY 1.3 DU/AC
The residential development will be serviced by a community water system. A on-site private
sewer system will be constructed using a recirculating sand filter system with subsurface
disposal.
PATON/ZUCCHNO & ASSOCIATES, P.A.
PAGE 1
Sea Isle Plantation
C.A.M.A. Permit Request
March 20, 1996
A wetland delineation and survey has located a number of small isolated freshwater wetlands in
the property interior as well as adjacent wetlands, contiguous with tidal marsh along Bogue
Sound. The development program for residential lots and roadways will require the filling of
0.526 acres of 404 jurisdictional wetlands in the property interior. Jurisdictional freshwater
wetlands directly adjacent to Bogue Sound have been avoided. A concurrent permit request
for a Nationwide Permit for wetland fill has been submitted to the USACOE. The remaining
wetlands on the project will be preserved by legal covenant with individual lot owners and a
property owners association.
MARINA PROGRAM
The development program for the marina includes the construction of a 74 wet slip marina
facility in the existing six acre basin. The marina is designed for both sail boats and motor
boats ranging in size from 18 feet to 45 feet. The marina slips will be owned by residents of
Sea Isle Plantation which includes the oceanfront residential subdivision located directly across
Salter Path Road.
The marina will be serviced with portable sewage pump-out facilities located at the basin for
use by residents. The pump-out facilities will include a wet well which will connect to the
project sewer system for treatment by the Sea Isle Plantation sewage system. Fuel service will
not be available. No boat lifts will be allowed. No live-aboards will be permitted in the marina.
Solid waste containers will be installed. Operations signage will be installed for resident
awareness of marina rules.
The applicant recognizes the environmental, aesthetic and economic benefits of preserving the
vegetated perimeter of existing basin and canal. Therefore, boat slips will be free standing
fixed slips with no bulkheads planned for shoreline stabilization. The applicant does, however,
reserve the right to employ bulkheading in the future should permanent stabilization be needed.
The perimeter boardwalk will be accessed by elevated boardwalks connecting individual
residential lots.
The Project will use the existing upland basin and canal, and the existing connecting access
channel to the deeper waters of Bogue Sound. This approach minimizes resource impacts on
the estuarine environment and eliminates the use of public trust waters for private boat slips.
The upland basin will require no additional expansion or excavation. Approximately 15,000
square feet previously dredged of bottom will be affected by the channel maintenance
excavation. SAV has been surveyed and mapped by the applicant. NOAA SAV maps show no
seagrass beds located in the existing channel alignment. No marsh or submerged aquatic
vegetation will be impacted.
PATON/ZUCCHINO & ASSOCIATES, P.A.
PAGE 2
Sea Isle Plantation
C.A.M.A. Permit Request
March 20, 1996
With the approval of an upland marina basin, no individual residential piers will be permitted
for residential lots fronting Bogue Sound. Two community piers are planned for common
soundfront access.
N.C. Division of Environmental Management has currently classified the marina and canal
surface waters as SA. The marina basin and canal and a 150 foot zone at the mouth of the
canal are closed to shellfishing in accordance with NCDHS, Shellfish Sanitation Branches. No
additional closure of shellfish waters is anticipated as a result of operation of the marina
facility.
MAINTENANCE EXCAVATION
The existing channel and marina basin excavated in 1974 under Dredge or Fill Permit #510 is
no longer at the original depth of -5 feet MLW due to shoaling and lack of consistent
maintenance. The applicant proposes to perform maintenance excavation in the channel and
basin alignment to re-establish the original depth of minus five feet NLW and bottom v.ridth of
thirty feet. The proposed channel alignment reflects the applicant's desire to avoid nearby
submerged aquatic vegetation (SAV) and follows the deepest existing water depths.
Maintenance excavation of the existing basin and channel will be performed by hydraulic
dredge. Dredge effluent of approximately 12,000 cubic yards will be pumped into two
temporary on-site spoil holding facilities. When all work is complete and the material has
decanted, the material will be used for construction areas on-site or hauled off-site. There will
be no permanent spoil basin on site to accommodate future maintenance dredging spoil. Future
maintenance spoil will be removed by barge to an off-site location.
To maintain water circulation within the basin.. The basin bottom will not be deeper than the
access channel (-5 MLW).
STORMWA TER MANAGEMENT
The plan complies with Low Density Provision in the Division of Environmental Management
Stormwater Runoff regulations for Coastal Areas.
Impervious surfaces will be limited to a maximum of 25% of the property. As an added
measure of stormwater control, the applicant plans to install closed-in grassed infiltration
basins along project roadways.
sip.doc
PATON/ZUCCIUNO & ASSOCIATES, P.A.
PAGE 3
ATTACHMENT A
Form DCM-MP-1
APPLICATION.
(To be completed by all applicants)
b. City, town, community or landmark
Indian Beach
1. APPLICANT
a. Landowner:
' Wayne Yarborough
Name Vision Properties, LLC
Address P.O. Box 5007
City Winston-Salem State NC
Zip 27113 Day Phone
Fax [phone]
[phone]
b. Authorized Agent:
Name Paton/Zucchino & Associates,-P.A.
Address 17 Glenwood Avenue, Cooper Square
City Raleigh State NC
Zip 27 603 Day Phone
Fax [phone]
919-834-8620
c. Will the project be for public, private or commercial
use? Private
c. Project name (if any) Sea Isle Plantation (north)
d.
NOTE. Permit will be issued in name ojlandowner(s), and/or
project name.
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.
66-Lot Residential Subdivision and
completion o existing marina basin.
2. LOCATION OF PROPOSED
. PROJECT
a. County Carteret
c. Street address or secondary road number
_ NC Highway 58
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)
Bogue Sound
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.
Enhancement of existing Marina Basin
6C-Lot Subdivision
b. Is the proposed activity maintenB thof an existing
project, new work, or both?
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract
50.28 Acres
b. Size of individual lot(s) 10.000 to 15 -000 sF
c. Approximate elevation of tract above MHW or
NWL 2' to 35' MHW
d. Soil type(s) and texture(s) of tract
Newhan, Duckston
e. Vegetation on tract Maritime Forest
f. Man-made features now on tract Marina basin
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
Developed
Rural
XX Transitional
Community
Other
h. How is the tract zoned by local government?
PD/Planned Development District
Town of Indian Beach
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance cerrificate, if applicable)
j•
Has a professional
done for the tract?
If yes, by whom?.
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes x_ No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Yes Other 404
If yes, has a delineation been conducted? Yes
(Anach documentation, if available)
archaeological yssment been
Yes No
m. Describe existing wastewater treatment facilities.
Public sewer not available.
Community wastewater system
is p anne .
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.)
No point source discharges are
p anned. Non-point source only.
o. Describe existing drinking water supply source.
Community water system main along
NC 58
5. ADDITIONAL fNFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Charles R. Manning
Address 7532 Tanglewild Drive
Phone Raleigh, NC 2761
Name Michael Leonard
Address P.O. Box 28
Phone Louisburg, NC 27549
Edward J. Sebastian
Name
Address 1901 Main St., Resource Bank
Phone Columbia, SC 2 9201
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N.C. Dredge or Fill Permit 4510
November 30, 1971, Issued to
Charles C. King
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ;n the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 4_ day of , 19±-V.
Print Name z . w -t vivre ro v .
Signature
I.c n&v mer or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
g. Typical boat length 15-35 Feet
h. Maximum boat length 45 Feet
i. Are any floating structures planned? No
If so, describe
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public Residential
b. Will the marina be open to the general public?
Yes X No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
Planned
Currently Developed 0
3. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
x Dockage ("wet slips") only
Number of slips 74
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
Check below the proposed type of siting.
x Land cut and access channel (existing)
Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). _ Mi iron tjrpps and 1 ang"hG
2. MARINA OPERATIONS
a. Check each of the following sanitary. facilities that
will be included in the proposed project.
Office toilets
Toilets for patrons
Number
Location
Showers
% -Boat holding tank pumpout.
Type and location Portable pump out into
project sewage system
b. Describe treatment type and disposal location for all
sanitary wastewater. Gravity Collection to
pump station to collection tan to
a sor t on e .
c. Describe the disposal of solid waste, fish offal and
trash disposal. Trash containers at each
. pier.
d. How will overboard discharge of sewage from boats
be controlled? Signage, closed head
policy, availability of pump out
facilities.
e. Give the location and number of "No Sewage
Discharge" signs proposed. (3) one each pier.
-'-v nl ~
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of ?
N/A
h. Give the number of channel markers and "No
Wake" signs proposed. (1) channel entrance
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. None
j. - Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Sloping basin bottom. Sewage
pump out facilities. Stormwater
management.
k. What will be the marina policy on overflight and
live-board dockage?
No live aboards limited overnight usage
Is the proposed marina located near any shellfish
leases? Yes x No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
N/A
n. How many slips are now available? None
o. Is the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? X Yes No
q. Give the location and number of "Pumpout
Available" signs proposed. (3) one each pier
Sea Isle . Plantation
Vision Properties LLC
Apprb nt or Proj ame
ftwture
Date
Revised 03/95
Form 11)CM4W-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Single Family Homes
b. Number of lots or parcels
66 Lots
c. Density (give the number of residential units and the
units per acre) 1.44 Units Per Acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. t20 Acres
plus (sanitary absorbtion field)
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted Attached
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 to be used for
vehicular driveways or parking. 29%
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?
x Yes No
If yes, date submitted
i. Describe proposed method of sewage disposal.
Tertiary Treatement WWTP
Low pressure effluent disposal
j. Have the facilities described
received state or local approval?
(Aeach appropriate documentation)
in Item i. above
No
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 dischares).
Stormwater Transported y
vegeta a conveyances
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water service
m. Will water be impounded?
If yes, how many acres? _
Yes x No
n. If the project is a oceanfront develop ent, when
was the lot(s) platted and recorded? N I r
Sea Isle Plantation (North)
Vision Properties. LLC
Applicant or Project Name
Signature
5
Date
rvicaA nZ/Qc
?orm DCM-MP-2
EXCAVATION
FILL
AND
Except bridges and culverts)
kttach this form to Joint Application for CAMA Major
'ermit, Form DCM-MP-1. Be sure to complete all
)ther sections of the Joint Application that relate to this
)roposed project.
3escribe below the purpose of proposed excavation or
Ill activities. All values to be given in feet.
Average Final
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth

1220 60` -3 -5

±100 -4 -5
? 550

x 13AO ?'go-ro

-4 -5
N/A N/A N/A N/A
N/A N/A
N/A N/A
N/A N/A N/A N/A
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards ±12,000 Cy
b. Type of material to be excavated
SAND/SILT
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes Y No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 2 Sites, East & North
of existing marina
b. Dimensions of disposal area 2 SAoil ArPaa
Approximately 400' x 100'
c. DoArou claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
ievised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization None
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or Rprap material
g. Amount of fill in cubic yards to be placed below
water level None
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill Roadways, development
purposes
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled?
See sedimentation and erosion control
plan
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Hydraulic dredge/dragline
c. Will wetlands be crDssed in transporting equipment
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
Sea Plantation North
Vision Properties, LLC
Applicant or Project Name
Signature
A`? G
Date
Revised 03195
VIV1D1V1V Vt' Llr V1AV-N1vlr..N 1AL 1V1A1VAlTLIVM1N 1 -""?`•`•?•
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
1. GE,'?'ERAL INFORMATION
1. Project Name Sea Isle Plantation (North)
2. Location, directions to project (include County, Address, State Road) Attach map.
NC Hwy 58, Salter Path Road, Indian Beach, Carteret County
3. Owner's Name' Vision Properties, LLC Phone [phone]
4. Owner's Mailing Address P.O. Box 5007
City Winston-Salem State NC Zip 27113
5. Application date March 20, 1996 Fee enclosed $
6. Nearest ReceivingStream Bogue Sound/Unnamed Tributary Class SA/SC
66-lot single family subdivision with enhancement of existing
7. Projectdescription
marina basin providing 74 wet slips.
11. PFRMTT INFORMATION
1. Permit No. (To befilled in byDFm)
2. Permit Type X New Renewal Modification (existing Permit No.)
3. Project Type: X Low Density Detention Infiltration Other: Redevelop General Dir Cert
4. Other State/Federal Permits/Approvals Required (cluck appropriate blanks)
CAMA Major X Sedimentation/Erosion Control X 404 Permit X
III. BUILT UPON AREA (Please see NCAC 2H. 1005 thru .1007 for applicable density limits)
rainage Drainage Breakdown of Impervious Area
Basin Basin (Please indicate below the design impervious area)
Classification
Allowable Impervious Area
SA Waters
11.38 AC
Total Project Area 37.92 AC
Proposed Impervious Area 11.38 AC
% Impervious Area 25%
N. STORMWATER TREATMENT (Describe how the runoff will be treated)
Buildings 8.84 AC
Streets 2.29 AC (Entire ROW )
.
Parking/SW
0.25 AC
Other N/A
Totals 11.38 AC
Stormwater run-off transported by closed-end vegetated conveyances, conveyance system
shall not include discrete stormwater collection system.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I, Wayne Yarborough, Vision Properties certify that the information included on this permit
(Please print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf.
-z?-? !c
Person or firm name Paton/Zucchino & Associats, P.A.
Mailin 17 Glenwood Avenue, Cooper Square
g Address
Owner/Authorized Agent Signature and Title
VII. AGENT AUTHORIZATION Must BE coMPL=)
City
Raleigh NC
State
27603
Zip
Date
919-834-8620
Phone
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
Office use only
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EXHIBIT "A"
Beginning at a North Carolina Geodetic Survey (N.C.G.S.) Monument
named "Grove" and having a N.A.D. 83 Preliminary grid coordinates
of North 349,630.28170,1 and Bast 2,645,424.036001, thence south 820
25' 02" West a distance of 3709.83 feet to N.C.G.S. Monument
"Peggy." Peggy having N.A.D. 83 Preliminary coordinates of North
349,140.781301 and East 2,641,746.928001, thence South 830 38' 01"
West a distance of 725.06 feet to an existing iron rod, ;said
existing iron rod being the southwest corner of this property and
also the TRUE POINT OF BEGINNING. From said True Point of
Beginning running North 0111 231 48" West and with the easternmost
property line of windward Dev. Co., Inc. (Map Book 22, page 80) a
distance of 1100.00 feet to a set iron rod, continuing, the
following courses and distances as mapped by Collier Survey for Mr.
Richard White to the northeast corner of this property, North 010
231' 4811 West a distance of 106.06 feet, thence North 690 521 0211
East a distance of 590.89 feet, thence North 569 521 02" East a
distance of 512.00 feet, thence North 650 43' 17" East a di.s*tiance
of 346.41 feet, thence South 540 041 11" East a distance of 298.00
feet, thence from mapped northeast corner and running with thewest
property line of Sandpiper Village Subdivision, (Map Book 27, page
94) South 050 44f 49" East a distance of 215.65 feet to a set iron
rod, said iron rod located along edge of marsh, thence continuing
on same line South 0510 4'4' 4.9" East 1150.00 feet to a set concrete
monument, said concrete monument being located on the north right-
of-way of North Carolina Highway 58, also being the southeast
corner of this property, thence from said concrete monument and in
a southwest direction along the North right-of--way of North
Carolina Highway 58 the following courses and distances: South 800
541 21" West a distance of 274.99 feet, thence South 80° 28r. 1011
West a distance of 165.48 feet, thence South 790 501 05" West a
distance of 266.16 feet, thence South 790 21' 12" West a distance.
of 332.68 feet, thence South 790 141 5211 West a distance of 635.44
feet back to the True Point of Beginning.
f? ,

. 1
Prepar V k y JOHN H. PHILLIPS,
P.A.
DEED ? 9
/ Cirteret County KC 02/06/96
11 4000.00
s-sic n
t?6?pb1NA? Rca1 Estate
Exclse Tax
NORTH CAROLINA
CARTERET COUNTY
VISION PROPERTIES, L.L.C.
P. 0. Box 5007
Winston-Salem NC
495 This Deed, made this 31st day of January, 1936, by and

v
v

between Richard M. White, Trustee; and Richard M. White,
individually and wife, Beverly M. White, of Florida, hereinafter,.
referred to as the "Grantor" and VISION PROPERTIES, L. L. C. , A North
Carolina Limited Liability Company, hereinafter referred to as the
"Grantee".(it being fully understood and agreed that any pronoun or
other word used herein shall be construed as singular or plural;
and of the masculine, feminine, or neuter gender, as the context
may indicate or require);
W I T N E S S E T H:
THAT THE GRANTOR, for a valuable consideration to Grantor
paid by the Grantee, the receipt of which is hereby acknowledged,.
has bargained and sold, and by these presents does hereby grant;
bargain, sell and convey to the Grantee, Grantee's successors.-and
assigns, that certain tract or parcel of land situate in .Indian
Beach, Carteret County, North Carolina, and more particularly
described as follows:
Being all of that property described on Exhibit "All attached'
hereto and made a part.hereof.
TO HAVE AND TO HOLD said tract or parcel of land, and all.
privileges and appurtenances thereunto belonging, or in any way I
appertaining to the said Grantee, Grantee's successors and assigns,
hlltll.R1.1mAl n
0855
((?/// SEA I5(.E 2802
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11/2/95 FORK 14:00 32 20.0 7.8 MID FLD
11/2/95 END 14:00 32 20.7 7.5 MID FLD
1115/95 MOLTM 15:45 30 15.2 8.1 MD FLD
1115195 FORK 15:45 28 15.2 8.1 MM FLU
11/5/95 END 15.45 28 14.8 8.2 MID FLD
11/8/95 MOLTW IS.-O0 30 15.3 8.4 MID EBB
1118/95 MOUM 17:00 28 14.5 8.3 LOW
11/8195 FORK 17:00 28 14.7 8.4 LOW
1118/95 END 17:00 26 .13.6 8.3 LOW
forever.
IN TESTIMONY WHEREOF, the Grantor has hereunto set Grantor's
hand and seal, the day and year first above written.
' ''.. (SEAL)
Richar ite, rustEe,
Granto '
l .'cy/,? '•is, (SEAL)
Richard M Whi e, Individually,
Grantor l
(SEAL)
rn -
Beverly M White, Grantor
STATE OF •ZZL "a,
COUNTY OF 22[ZeQ-
I, a Notary Public, do hereby certify that Richard M.
White, Trustee, Richard M. White, Individually, and Beverly M.
White, Grantors, personally appeared before me this day and
acknowledged the due execution of the foregoing Deed
Witness my hand and notarial seal, this . day of
February, 1996.
My Commission Expires:
S,-do-4) q

Notary Pu is
NORTH CAROLINA, CARTER M.? 'iY• ?
The fotag?ing certificate(s) of
riumdnt- vms p e"
Ig (are) wtltlod to be correct'. This Ind
gltttatl r orded In .1113; a"01 ' in
5004 =' I'ag?..
?,• 1
Tf116..? day at .. y e1t ...._0 clock .l+A.
Sharon Pitier ,
Realstor: of ' 4
By?r /
Sat°t3 , . ?10(?GtY
1.j ".'d
ir" I..
500.1
i'IHK-Gb-177b U ( - :,U f-r-,Ul i I n I ulti i .. - u I ..J.w. -- ... - - - -- ' ---- ,
11/5/95 C 2 0 FIRM SND
11/5195 c 3 0 FIRM SND
11/5/95 c 4 0 F. SND/SH
11/5/95 C 5 0 F. SND/SG
1118195 D 1 0 SND MUD
11/8195 D 2 2 SD MD SND
1118/95 D 3 1 SD MD SND
11/8/95 D 4 0 FIRM SND
11 M195 D 5 0 FIRM SND
11105 E 1 0 MD SND
11/8/95 E 2 1 71,,1 CHR MD SND
1118/95 E 3 1 LN, 1 CHO MD SND
l l/&195 E 4 1 CHO FIRM SND
1118/95 E 5 1 TN F. SND/SG
11/8/95 F 1 1 TN,1 CHR MD SND
11/8/95 F 2 1 CHIC MD SND
11/8/95 F 3 1 LN, 1 CHR MD SND
1 1/8/95 F 4 1 CHO, I LN MD SND
11/8/95 F 5 0 FIRM SND
MAR-26-1996 07:28 FROM PATON-ZUCCHIMO c ASSOCS. TO 19192473330 P.01
November 10, 1995
Paton -Zuchino & Associates
17 Glenwood Avenue
Raleigh, N.C. 27603
Dear Larry,
Please find enclosed the results of the iunvestigstion conducted at the proposed Vision,
properties marina site behind Indian Beach in Bogie Sound.
Methods
The ;general survey area oonsisted of a 200 foot radius from the mouth of an existing
canal or an area of approximately 1.4 acres. `The majority of the site Occurs in. 1.0 to 4.0
feet of water, whale the proposed channel is in 3.0 to 7.0 feet of water. Ile bottom type
is generally firm sand.
The purpose of the study was to establish if there is a rreasona?ble probability of the site purpose
being characterized by a commercially significant quantity of hard clams, Maria
mcmaAA& A, natural shellfish bed has been defined in the S-Q FUb=iW- R UIM ?
CQLqAL)Y=M item 30.0200 (a);(1) (A) as 10 bushels per acre, and is egiW to an
average sampling density of 1 clam per meter square.
The general site survey was conducted using (6) 206 foot long sampling transects and
consisted of 5 samples per transect at a distance of 40 feet between stations. In addition,
the chatmel survey included 8 samples along the proposed channel &1%mment and began
40 feet from the raroutlk of the canal. G mater wide, 518 20 inch pProngrsepacre were collected
aratlOn clam rake
using a meter square quadrat and an
with a modified basket fvrr retention of small seed. Substrate conditions and numbers and . di market category of all clams retrieved were noted. Concurrent 5 with eterplatri d salinities d
oxygen and beruapetatlue,?,easuremt??pensatexl refr ctome;ter_
were detained using a tecnMatw
post-1t° brand fax transmittal memo 7671
Results
Physicochemical conditions measured ficom the mouth to the inshore end of the basin
canal included water temperatures of 13.6 to 21.6 degrees centigrade, salinities from 26
to 32 ppt, and dissolved oxygen levels between 6.5 and 8.4 mgll.
Nineteen clans of varying market categories or sizes were collected from 30 stations
on transects. The median, meats, sample, variance, standard deviation, and standard error
are presented in Table 1. An additional 4 claims of mixed sizes were retrieved from 8
cba=el stations. Scunmary statistics for those samples are similarly depicted in Table 1.
In both cases a mean density of less than 1.0 clam per meter square was indicated.
Discussion
Physicochemical data suggest thorough exchange of waters between the present basin
and the adjacent sound Near saturation levels of dissolved oxygen were recorded on
three different days and throughout the basin. canal. area.. In addition, sinular
temperatures and salinities were recorded throughout the basin canal.
The survey of shellfish indicated the presence of less than 10 bushels of clasps per
acre in the general 200 foot radius area as well as within the area of the proposed channel
alignment. Sample size was sufficient to establish these conclusions at a level of '
confidence of 95 %a The paean for the general am was 0.633 per meter square and a
95% confidence interval of from 0.35 to 0.92 per meter squaw was indicated Within the
proposed channel alignment a mean of 05 per meter squarc was evidenced and a 95 %
confidence interval of from 0.13 to 0.87 per meter square was identified Accordingly,
neither of the areas examined appears to qualify as a natural shelltisb bed.
Please oontad me if you have any questions and thank you for this opportanity to
provide services to Paton-Zucch ino.
Sincerely,
Don Freeman, Jr.
Table 1. Summary statistics for clans samples at Vision Properties gins.
MAR-26-1996 07:30 FROM PATOtd-ZUCCHINO & ASSOCS. TO
?'; Cy. ? u a'?jz?r*? i'3??s.tr?e?.ri?'S ? T ?
I?C4k?
e As•
4f ff . j a a
0 -14 46
./ At
E ?
1'?s5???.E C.?wa? L.
Art,: ears ate N'r
1It f " t
19192473330 P.04
IkPV' -k &A
-T3 t4
TOTAL F.04
MAR-26-1996 07:29 FROM FATON-MCCHI NO & ASSOCS. TO 1 y1'??4'r ??? t-. U-1
Table 3. Shellfish survey results for Vision Properties site.
DA'M
11/2/45 MA=
CHANNEL STAIM
1 NO. CLAMS
0 . IMIRATF
SFT MUD
11/2195 CHANNEL 2 I SD SFT MUD
1112195 CHANNEL 3 I LN SND MUD
11/2/95 CHANNEL 4 1 LN MD SND/SG
11/2/95 CHANNEL 5 0 SND/SG
1112/95 CHANNEL 6 0 SND MUD
11/2/95 CHANNEL 7 1 CHR MD SND
1XJ2195 CHANNEL 8 0 FIRM SND
11/2195 A i i LN F7RM SND
11/2/95 A 2 0 FIRM SND
11!2/95 A 3 0 FIRM SND
11!2/95 A 4 0 FIRM SND
11 /'2/95 ,A, 5 0 FIRM SND
1115195 B 1 0 FIRM SND
11/5195 B 2 0 FIRM SND
11/5/45 B 3 1 LN FIRM SND
11/5/95 B 4 0 FIRM SND
11/5195 B 5 1 LN F. SND/SG
11/5/'45 C 1 0 MD SND
SUMMARY STATISTICS FOR 200` RADIUS (N--30)
Mean = 0.6333 Sample variance - 0.6321
Median = 0 Standard deviation = 0.7951
Sum - 19 Standard error - 0.1452
c
SUMMARY STATISTICS FOR CHANNEL M-8)
Mean - 0.5000 Sample variance = 0.2856
Median - 0.5 Standard deviation - 0.5345
Sum- 4 Standard error = 0. 1890
r
Table 2. Physicochemical data at Vision Properties site.
DATE T OCA32QN TuAE s') TEMP U IM
I1.12/95 MOUTH 10.30 32 19.9 6.5 TAW
I M2195 MOUTH 14:00 32 7 t 74 AAM FT T,
PATON / ZUCCHINO
& \.-1I u11 U FS. i> >.
April 9, 1996
Mr. Charles Jones
NC Division of Coastal Management
P.O. Box 769
Morehead City, NC 28557
RE: Sea Isle Plantation
Indian Beach, NC
Dear Charles:

With regard to the determination of impervious surfaces within the Estuarine Zone AEC,
it is the Owner's intent to be the primary builder of homes for each individual lot. Some
lots, however, may be built on by individual lot owners. Our calculations show that each
waterfront lot could average approximately 2,055 square feet of impervious surface within
the AEC and not exceed the total 30 o maximum allowable for the project.
Although each waterfront lot will be designed to Inge[ the 30% maxii.num impOrviou::.
some lots, due to their configuration, will have difficulty meeting this standard. The
Owner will track the amount of impervious surfaces for each developed lot and will apply
unused impervious credit toward the few lots which may require greater than 30%
impervious surfaces within the AEC.
We trust that this clarification is helpful. Please let me know if such an approach is not
acceptable. If I can be of further assistance please feel free to contact me.
Very Truly Yours,
(*? ?a(j?-Ma
Lawrence R. Zucchino, ASLA
Paton/Zucchino & Associates, P.A.
LRZ/cd
cc: Wayne Yarborough,. Vision Propertie?,;LLC
ones.doc )
17 Glenw6ork.; A o.
Via Federal Express
E,pril 1, 1996
Mr. Charles Jones
Coastal Management Field Services
F.O. Box 769
Morehead City, North Carolina 28557
ILE: CAIVIA Permit Request
Sea Isle Plantation
Indian Beach, NC
Dear Charles:
PATON / Z UCCHINO
APR 0 2 ?t 9 1
?„M?w??way ? w •?wwr+?M???M?IM?
We have reviewed you comments from our phone conversation on March 28, 1996 and
offer the following summary responses:
I . We have extended the 75 foot Estuarine Shoreline AEC along the soundfront west of
the marina channel. This increases the total AEC to 8.95 acres on the project site and
brings the total maximum impervious surface within the AEC on the project site to a
of 2.68 acres.
The plans have been revised to more clearly reflect the thirty foot building setback
from mean high water. This note was originally shown only on the stormwater plans.
The 404 wetland delineation field sheets prepared by Land Management Group will be
forwarded to you shortly.
Water depths around the two proposed piers is similar to the water depths surrounding
the channel. The water depths have been added to the plans.
5. The adjacent oceanfront subdivision is Sea Isle Plantation with 27 platted lots.
6. Minimum lot size for the project is 10,000 square feet for the cluster lots.
7. The NCDOT storm drain pipe size is approximately 48 inches. Prestige Engineering
will confirm.

Mr. Charles Jones
April 1, 1996
Page Two
8. Bottom impact from channel maintenance excavation was shown at 75,000 square
feet. The area of bottom impact from the channel has been modified to reflect the
actual impact of 52,450 square feet.
9. The 18 slips at the eastern end of the marina basin have been assigned to boat of under
25 feet in length to improve accessibility.
A modified sheet SP-1 is attached which reflects the information described above. Please
let me know if you have further questions or are in need of any additional information.
Very Truly Yours,
?tcL"?
Lawrence . Zucchino, ASLA
Paton/Zucchino & Associates, P.A.
Enclosure
LRZ/cd
cc: Wayne Yarborough, Vision Properties
cjones.doc

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