20081146 Ver 1_CAMA Application_20080724

ARA

ArSWR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary

EXPRESS PERMIT

08 1 1 4 6
Date: July 23, 2008

MEMORANDUM: g
00
TO: Cyndi KarolyE,.
N~-
Supervisor
1Pd1:
401 Oversight and Express Permit Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator

SUBJECT: CAMA & Dredge and Fill Permit Application Review

Applicant: Mainsail of Beaufort, LLC, c/o Richard Sockett

Project Location: 404 West Beaufort Road, adjacent to Town Creek, in Beaufort, Carteret County

Proposed Project: To construct a 49-unit condominium complex with associated driveways, parking
areas, stormwater system, utilities and kayak launching facility

Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 15,2008. 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.

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 Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Mainsail of Beaufort, LLC, C/o Richard Sockett

2. LOCATION OF PROJECT SITE: Project site is located at 404 West Beaufort Road, adjacent to Town Creek, in
Beaufort, Carteret County.
Photo Index - 2006: 1-8034, M-20-23 & N-20-23 2000: 41-528, K-2-5 & L-2-5
State Plane Coordinates - X: 823871 Y: 110761 Rover File: V-020512A
Lat:34°43'32.531 Long: 76°39'36.642
3. INVESTIGATION TYPE: CAMA

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/05/08 & 6/27/08
Was Applicant Present - Yes -Agent

5. PROCESSING PROCEDURE: Application Completed - 7/21/08
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort
Land Classification From LUP - Conservation/Residential
(B) AEC(s) Involved: ES, PT, EW
(C) Water Dependent: No - upland development, yes - kayak pier and platform
(D) Intended Use: Residential Condominiums
(E) Wastewater Treatment: Existing - Municipal
Planned - Municipal
(F) Type of Structures: Existing - concrete culvert and driveway
Planned - Redevelop by constructing a 49-unit condominium complex with
associated driveways, parking areas, stormwater system, utilities and kayak launching
facility.
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED/EXCAVATED FILLED OTHER
615 sq. ft.
(A) Vegetated Wetlands - (Non-functional Coastal
Coastal Wetlands)

(B) Non-Vegetated Wetlands - Open 240 sq. ft.
Water (Incorporated)
(C) Other - High ground 9.0 acres
(392,040 sq. ft.
disturbed)

(D) Total Area Disturbed: 392,679 sq. ft. (9.01 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No

8. PROJECT SUMMARY: The applicant proposes to construct a 49-unit condominium complex with associated
driveways, parking areas, stormwater system, utilities and kayak launching facility.

Mainsail of Beaufort, LLC, C/o Richard Sockett
Page Two

9. PROJECT DESCRIPTION

Coastal Planning Services, Inc., representing Mainsail of Beaufort, 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 Turner Street and West Beaufort Road, adjacent to Town Creek, in
Beaufort, Carteret County. To find the property, take Highway 70 east from Morehead City to Beaufort. Turn left onto Turner
Street, in Beaufort, and the property will be located on the right hand side, at the intersection of Turner Street and West Beaufort
Road. The subject property is bordered by residential and commercial properties to the north, west and east and by Town Creek
to the south.

Historically, or at least for the past 10-15 years, the project site operated as a mobile home park. The mobile home park was
recently demolished and only a portion of the infrastructure remains, including an access drive, concrete culvert and several
parking pads. The applicant has begun lot preparation and utilities installation at this site and is currently working along the
northern portion of the property, outside of the 75' Area of Environmental Concern (AEC). The applicant has stockpiled fill
material onsite and has established appropriate sedimentation and erosion control features. The remaining portion of the site,
which is located within the 75' AEC, remains untouched and exhibits a marginal amount of vegetation (consisting mostly of
lawn grasses and shrubs). A concrete culvert traverses the property and runs parallel to Turner Street beneath the concrete
entrance drive. A small section (approximately 60 square feet) of Coastal Wetlands exists at the northern end of the culvert, and
appears to be isolated and non-tidal. A second area of Coastal Wetlands (approximately 615 square feet) exists along the
southern side of the culvert and this area also appears to be non-tidal. These two areas of Coastal Wetlands appear to be flooded
only during extremely high tides. Water located within the culvert (that which is feeding the Coastal Marsh) appears to be
stagnant and hydraulically complacent, with no tidal influence. The entire southern shoreline is stabilized by rip-rap material
which gradually tapers off towards the high ground. There does not appear to be any "404" type wetlands located between the
Coastal Marsh and the uplands due to the slope and grade of the property. Intermittent sections of Coastal Wetlands, primarily
Smooth Marsh Cordgrass (SpartinaAlterniiora), exist along the southern shoreline bordering Town Creek. Elevation at the site
ranges from 4-6 feet about Mean High Water.
According to Carteret County, the CAMA Land Use Classification for the area, within and around the project site, is
Conservation (within the waters and surrounding marsh) and Residential (along the high ground).

The North Carolina Division of Water Quality classifies the waters of Town Creek, adjacent to the project site, as SC. The N.C.
Division of Marine Fisheries does NOT designate the area as a Primary Nursery Area (PNA). 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 redevelop the 8.0-acre tract by constructing an entrance/exit drive (Mainsail Drive), forty-nine
condominium units, amenities, utilities, storm water collection/treatment system, pier and kayak launching facility. Additionally,
the applicant is proposing to remove the existing box culvert and excavate approximately 615 sq. ft. of coastal marsh. The
details of the development are as follows:
Beginning along the entrance to the property, adjacent to Turner Street, the applicant proposes to remove the existing concrete
driveway and box culvert. Currently, a 615 sq. ft. area of Coastal Wetlands exist along the northern side of the driveway, within
and adjacent to the boxed culvert. The culvert, which is full of debris, is essentially a closed system and is only being flooded
during extremely high tides. The coastal marsh is present due to constant ponding of water within the culvert. The applicant's
proposal is to remove the existing culvert and excavate the 615 sq. ft. area of Coastal Wetlands. According to the application
package, a 6' x 80' x -4.5' section of earth would be excavated for culvert removal. The excavated material would remain
onsite and would be used as backfill for other phases of the project. A new 48" culvert would be installed beneath the proposed
entrance/exit drive (for the western driveway) and would measure approximately 76'. The top of the new culvert

Mainsail of Beaufort, LLC, C/o Richard Sockett
Page Three

would be placed approximately 2.3' above the Normal High Water (NHW) line. Two earthen swales (approximately 20'(w) x
30'(1)) would be constructed on each end of the proposed culvert to allow for adequate drainage and tidal flow. These swales
would be tapered to a grade of approximately 0', relative to normal low water. Once the existing culvert is removed, and the
new culvert and swales are installed, the area should regain tidal characteristics.

It should be noted that only a small portion of the upland development is located within the 75' AEC, specifically the access
road, culvert, swales, a portion of condominium unit(s) #23, 448 and #49, and a portion of the driveway accessing condo 423.
Additionally, a portion of the storm water overflow piping (associated with the SW pond) is located within the 75' AEC. The
remaining upland portion of the project is located just outside of the AEC.
Within the interior portion of the property, the applicant proposes to construct forty-nine (49) town home/condominium units
with paved driveways, Mainsail Drive (which extends from Turner Street to W. Beaufort Road), utilities and a storm water
collection/treatment system. Units 1-22 would be constructed on the northern side of Mainsail Drive and units 23-49 would be
constructed on the southern side. Each unit would measure approximately 25' x 40' (footprint) and would run in a north south
direction. Storm water collected from these units would be channelized towards Mainsail Drive, and then gravity fed to the
proposed storm water collection pond located in the northeast corner of the property. Utilities for the complex would be located
within the Mainsail Drive right-of-way. A thin strip of landscaping is proposed along the southern shoreline, within the 30'
Coastal Shoreline Buffer. As proposed, the landscaping would consist of trees and native vegetation. No artificial shoreline
stabilization features are proposed at this time.

In addition to the upland development, the applicant is also proposing to construct a pier and kayak launching facility.
According to the application package, a 6' x 78' concrete sidewalk would provide access to the launch facility from Mainsail
Drive. The concrete walkway would terminate at the 30' Coastal Shoreline Buffer, and from that point waterward, the applicant
proposes to construct a 6' x 36' wooden access pier that would provide access to the platform and step-down launch area. The
platform (6' x 26') would be constructed below the NHW line and straddle the outer edge of Coastal Wetlands. The outer limits
of Coastal Wetlands, in the vicinity of the proposed platform, vary and the line is irregular. A small portion of the platform
(located on the eastern side) would extend approximately 6' over the Coastal Marsh. The remaining portion of the platform
would cover approximately 2' of Coastal Marsh. The proposed 3' x 20' step-down would be constructed on the outer edge of
the main platform and no portion of the step-down would be located over Coastal Wetlands. As proposed, the terminal end of
the launching facility would stop just shy of the near shore edge of the channel, within 1/4 of the width of the waterbody.
The applicant has indicated that municipal water and sewer would be provided by the Town of Beaufort City. The applicant
submitted an Express High-Density Stormwater Permit application to the North Carolina Division of Water Quality. The
Express Stormwater Permit was modified on 1/29/08, under project number SW8070820. 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 6/23/08, and was issued under Carte-2008-149.

10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 9.0 acres of high ground. The proposed
building/condos, driveways and parking area would result in the creation of approximately 148,052 square feet of impervious
surface. The construction of the proposed pier and kayak launching facility would incorporate approximately 240 sq. ft. of
public trust and estuarine waters.

Submitted by: Jason Dail Date: July 22, 2008 Office: Wilmington

~r!-1

APPLICATION for
Cam-" a
Maier Development Permit 0 8 1 1 4 6
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT

1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Mainsail Of Beaufort, Llc Mainsail of Beaufort
Applicant 1: First Name MI Last Name
Richard Stockett
Applicant 2: First Name MI Last Name
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
901 Paverstone Drive, Suite F Raleigh NC
ZIP Country Phone No. FAX No.
27615 USA 919 - 623 - 3404 ext. 919 - 845 - 5164
Street Address (if different from above) City State ZIP
n/a _
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name MI Last Name
Kathy B. Vinson
Agent/ Contractor 2: First Name MI Last Name
n/a
Mailing Address PO Box City State
827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 240 - 9297 ext. 252 - 354 - 4916 ext.
FAX No. Contractor #
252 247 5875 n/a
Street Address (if different from above) City
State ZIP
n/a
Email
[e-mail]
<Form continues on back>
t a `w ,

. i

Form DCM MP-1 (Page 2 of 5) APPLICATION for
Major Development Permit

3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 404 West Beaufort Road 1174
Subdivision Name City State Zip
Mainsail of Beaufort Beaufort NC 28516-
Phone No. Lot No. (s) (if many, attach additional page with list)
n/a - - ext. n/a,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Town Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Newport River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Beaufort

4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1274 346,433
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
n/a, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) + 4.0' ®NHW or ?NWL
e. Vegetation on tract
Trees, shrubs, and grass

f. Man-made features and uses now on tract
Mobile homes and apartment building previously on the site have been removed. Property is being graded and
infrastructure installed in areas outside of AECs in accordance with approved plans. No new structures have been built at
time of this submission.
g. Identify and describe the existing land uses adiace nt to the proposed project site.
Single-family residential, commercial (including commercial marinas), and a pier maintained by Carteret County are
adjacent the site, separated by a Town of Beaufort street (Stanton Road) on the east and Turner Street (NCSR 1174) on
the west.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential Multi-Family (RMF) (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes No ?NA
If yes, by whom? n/a
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?

<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes No
(ii) Are there coastal wetlands on the site? ®Yes ?No

(iii) If yes to either (i) or (ii) above, has a delineatiorrbeerr corlddcted? ?Yes (@No
(Attach documentation, if available)
E l f l_ E
! tom`,;
v - JUL 2, 4 2008

DENR - WA71 ER QUAU1'
„yyETLANDS AND STORMWATER B'ANCN

Form DCM MP-1 (Page 3 of 5) APPLICATION for
Major Development Permit

n. Describe existing wastewater treatment facilities.
Municipal sewer

o. Describe existing drinking water supply source.
Municipal water
p. Describe existing storm water management or treatment systems.
None.

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will allow for construction of residential multi-family development. Pedestrian pier and canoe/kayak launch will allow
for daily water access for residents of the development.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
It is anticipated that 2 bulldozers and 2 trackhoes, one with extended reach and debris retrieval capability, will be used for
excavation and grading. Pilings will be driven from shore with a trackhoe equipped for driving piles. Any pilings that cannot
be reached from shore will be pumped or washed in.
d. List all development activities you propose.
Installation of stormwater and erosion and sediment control measures; installation of utilities; construction of residential units
with decks and driveways; construction of entrance road (Mainsail Drive); construction of landscaped berms; constructon of
observation platform, deck and kayak/canoe launch in Town Creek; installation of new culvert. Please see detailed list of
proposed demolition and new construction as contained in project narrative.
e. Are the proposed activities maintenance of an existing project, new work, or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? 9 ?Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The approved stormwater plan for the project permits a high-density stormwater project, including a stormwater detention
pond.

i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? Yes ®No ?NA
If yes, attach a mitigation proposal.

<Form continues on back>

6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on (naps, platt drlwogc~ istinguis~r
between work completed and proposed.
c. A site;or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area.`to`the site. r., R

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit

d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name NC Department of Transportation, Attention: David Livingston
Phone No. 252-223-4811

Address 139 Masontown Road, Newport, NC 28570

Name Town of Beaufort
Phone No. 252-728-2141

Address 215 Pollock Street, Beaufort, NC 28516

Name
Phone No.

Address

g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Wastewater Collection System Extension Permit No. WQ0032596. issued to Town of Beaufort on February 1, 2008.
Stormwater Permit No. SW8 070820 issued to Richard Stockett, Manager, Mainsail of Beaufort, LLC on September 17, 2007.
Stormwater Permit No. SW8 070820MOD issued to Richard Stockett, Manager, Mainsail of Beaufort, LLC on January 29, 2008
Letters of Approval with Modifications and Performance Reservations issued for Erosion and Sedimentation Control Plan Carte-2008-149 to
Mainsail of Beaufort, LLC, Richard Stockett, Manager on November 27, 2007 and June 23, 2008.
CAMA General Permit No. 50723 issued to Town of Beaufort and Richard Stockett on May 8, 2008

h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.

7. 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 the conditions and restrictions contained in the permit.
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.
Date-July 11, 2008 Print Name _Kathy B. Vinson
Signature )w.

J
Please indicate application attachments pertaining to your proposed project. ~y Ij l AI
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
DIVIS101"I'l OF

Form DCM MP-1 (Page 5 of 5) APPLICATION foi
Major Development Permit

®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

}

z {

i~ 1,411

Form DCM MP-2

EXCAVATION and FILL

(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length n/a n/a n/a n/a n/a n/a 43'
Width n/a n/a n/a n/a n/a n/a 11'

Avg. Existing n/a n/a n/a n/a NA NA 0
Depth
Final Project n/a n/a n/a n/a NA NA -1.3'
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. soil and debris (high-ground excavation)
0
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 10
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
NCW 615 ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Create swale

DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Debris will be hauled to dump. Excavated soil will be placed 11' x 24.5'x .5'
on-site for grading.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ?Yes ?No ®NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
n/a
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes NNo ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB n/a
?WL ®None
(ii) Describe the purpose of disposal in these areas:
n/a

252-808-2808 1.888-4RCOAST www_nccoas_talmanagem_e_nt.not revised: 12/26/06

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ?Riprap []Breakwater/Sill []Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:

e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.

g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.

4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV [:ISB
(iv) Purpose of fill ?WL []None
(ii) Describe the purpose of the fill in these areas:

5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt fencing, seed, and mulch. Trackhoe and bulldozer.

c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
[]Yes ONo ?NA site? []Yes ONO ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
n/a environmental impacts.
n/a

July 16, 2008
p
I Z-1
Date plicant Si ture
Mainsail of Beaufort
Project Name
Richard Stockett i v,-
Ap
plicant Name

Form DCM MP-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. Please include all supplemental information.

GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 2
7 multi-family residential buildings with driveways, one road
with adjacent sidewalks, concrete walkway/sidewalk
adjoining wooden pier.

c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
49 units, 6.17 units per acre 9 acres, including future right-of-way development, per
approved Sedimentation and Erosion Control Plan.

e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Asphalt, concrete, and roofing material (conventional
activity begins. asphalt tab shingle)
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Letter of approval issued on
June 23, 2008
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
5% ®Yes ?No ?NA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: _Stormwater Permit No.
and/or built-upon surfaces, such as pavement, building, rooftops, SW8 070820MOD issued on January 29,
or to be used for vehicular driveways or parking.
43% 2008
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Municipal sewer. approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ®No ?NA
High-density stormwater residential stormwater project, with If yes, attach appropriate documentation.
detention pond and associated outlets.

L. a

252-808-28082 1-888-4RCOAST www.nccoastalmanagement,net revised: 12126/06

Form DCM MP-3 (Upland Development, Page 2 of 2)

m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ®No ?NA
community, public system, etc.) (ii) If yes, how many acres? n/a
Municipal water.

o. When was the lot(s) platted and recorded? p If proposed development is a subdivision, will additional utilities be
Lots associated with the townhome project have not yet installed for this upland development?
been platted and recorded. ®Yes ?No ?NA

July 11, 2008

Date
Mainsail of Beaufort
Project Name
Richard Stockett
Ap
plicant Name

Ap
plicant Signature

252-808-2808 1-888-4RCOAST www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-4

STRUCTURES
(Construction within Public Trust Areas) r°j(t

*hs-dthe Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complie}Joint
Application that relate to this proposed project. Please include all supplemental information. C F=!,

9. DOCKING FACILITY/MARINA CHARACTERISTICS ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial ?Public/Government ®Private/Community ?Yes ®No

c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ?Yes ®No
(ii) Number 1 If yes:
(iii) Length 36' (ii) Number n/a
(iv) Width 6' (iii) Length n/a
(v) Floating ?Yes ®No (iv) Width n/a
(v) Floating ?Yes []No
e. (i) Are Platforms included? ®Yes ?No f. (i) Are Boatlifts included? ?Yes ONo
If yes: If yes:
(ii) Number 2 (one fixed observation platform, one floating (ii) Number n/a
kayak/canoe launch)
(iii) Length n/a
(iii) Length 6' and 3' (iv) Width n/a
(iv) Width 26' and 20'
(v) Floating ®Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
1 (kayak/canoe launch) ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
0 ? Dockage, fuel, and marine supplies
? Dockage (wet slips°) only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
® Other, please describe:
observation platform and kayak/canoe launching site
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
? Land cut and access channel charter boats, sail boats, mixed types).
[]Open water; dredging for basin and/or channel kayaks and canoes
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 12'- 16' kayaks and canoes I. (i) Will the facility be open to the general public?
m. (i) Will the facility have tie pilings? ?Yes ®No
?Yes ®No
(ii) If yes number of tie pilings?
n/a
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable

a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
~`QJ ? Toilets for patrons; Number: Location:
Showers
? Boatholding tank pumpout; Give type and location:

b. Describe treatment type and disposal location for all sanitary wastewater.
none'
O
c. Describe the disposal of solid waste, fish offal and trash.
Trash receptacles on high ground.

d. How will overboard discharge of sewage from boats be controlled?
n/a

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
none
(ii) Give the location and number of "Pumpout Available" signs proposed.
none

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. none
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
none

j. What will be the marina policy on overnight and live-aboard dockage?
n/a

k. Describe design measures that promote boat basin flushing?
n/a

1. If this project is an expansion of an existing marina, what types of services are currently provided?
n/a

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ONO
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ONO
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 124 ?SAV ?SB
?WL ?None

p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases?, (]Yea ;'®Np
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
n/a

e..i {'Eftii r i f... s,.
3. BOATHOUSE (including covered lifts) fffila!$,¢Aap appticable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width

5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands

c. Maximum distance beyond NHW, NWL or wetlands

6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
[]Commercial ?Public/Government []Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present

e. Arc of the swing

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
approximately 420' to west, approximately 500' to east approximately 985' to west, none located within 700' to east
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
30' edge of marsh to edge of marsh at pier location -1.0' NLW
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
n/a

8. OTHER 0 This section not applicable

a. Give complete description:

r. 4! s

July 11, 2008
Date
Mainsail of Beaufort

Project Name
Richard Stockett
Ap
plicant Name ~f

p is nt Signature

hm IN M!-5

BRIDGES and CULVERTS

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community

c. Type of bridge (construction material): d. Water depth at the proposed crossing at NLW or NWL:

e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No f. (i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge: h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:

k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:

m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:

2. CULVERTS ?This section not applicable
a. Number of culverts proposed: 1 b. Water body in which the culvert is to be placed:
n/a

< Form continues on back>
c. Type of culvert (construction material):
Reinforced concrete pipe

d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
?Yes ®No ®Yes ?No
If yes, If yes,
(ii) Length of existing bridge: n/a (ii) Length of existing culvert(s): 160'
(iii) Width of existing bridge: n/a (iii) Width of existing culvert(s): 48"
(iv) Navigation clearance underneath existing bridge: n/a (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL: approx. 2' NNW
(Explain) n/a (v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the existing culvert will be removed and
a new culvert installed.

f• Length of proposed culvert: 60', plus end sections (8' + 8') = 9• Width of proposed culvert: 48"
76'
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
2.3' NHW 0
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ?Yes ONo
?Yes ®No
If yes, explain: n/a If yes, explain: n/a

3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ®No excavation within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be excavated: n/a feet affected.
(iii) Avg. width of area to be excavated: n/a OCW 615 ?SAV ?SB
(iv) Avg. depth of area to be excavated: n/a ?WL ?None
(v) Amount of material to be excavated in cubic yards: n/a
(ii) Describe the purpose of the excavation in these areas:
n/a

c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 80'
(iii) Avg. width of area to be excavated: 6'
(iv) Avg. depth of area to be excavated: 4_5'
(v) Amount of material to be excavated in cubic yards: 80
.

d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: On-site. Excavated material to be replaced during installation of new culvert.

(ii) Dimensions of the spoil disposal area: None Material excavated during removal of existing culvert will be stockpiled temporarily
and then replaced during installation of new culvert.
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a lettergranting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above. n/a
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above. n/a
e. (i) Will the placement of the proposed bridge or culvert result in any f. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No be placed within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be filled: n/a feet affected.
(iii) Avg. width of area to be filled: n/a ?CW ?SAV ?SB
(iv) Purpose of fill: n/a ?WL ®None
(ii) Describe the purpose of the excavation in these areas:
n/a

g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ®No
If yes, t i
(ii) Avg. length of area to be filled: n/a
(iii) Avg. width of area to be filled: n/a
(iv) Purpose of fill: n/a
i - .mot t

4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures? ?Yes ®No
If yes, explain: n/a If yes, explain: n/a

If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.

< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, complete Form DCM-MP-2 sediment fencing/seeding and mulching

e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)?
?Yes ®No
trackhoe If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a

g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.

July 16, 2008
Date

Mainsail of Beaufort
Project Name
Richard Stockett
Ap
plicant Name

p
scant Sig ure

t sf)~
e

u
Mainsail of Beaufort, LLC
Richard Stockett
Carteret County
CAMA Permit Application Narrative
July 16, 2008 +

Mainsail of Beaufort, LLC proposes to develop a multi-family (townhome) development
on a 7.94-acre tract in the Town of Beaufort. The project site is located on the southeast
corner of the intersection of Turner Street (NCSR 1174) and West Beaufort Road (NCSR
1170) and borders Town Creek. The Town of Beaufort has granted approval for
construction of 49 units and related amenities on the site.

State stormwater and erosion and sedimentation control plans have also been approved
for the project. Copies of these state approvals are attached.

A mobile home park and apartments previously located on the project site have been
removed. Outside the CAMA AEC, work has begun on site preparation and installation
of utilities and other project infrastructure.

Within the CAMA AECs, the project consists of demolition and removal of existing
infrastructure and debris, as well as new construction. The proposed work is listed below
and is identified in textboxes on enclosed project plans.

Within the southeast portion of the site, the following structures/items located within an
AEC will be abandoned and/or removed as shown on page 1 of project plans:

1. Two sections of existing sewer pipe will be abandoned (one section
measuring 78', another section measuring 18'). The sewer pipe will be
removed if necessary for proposed new construction.
2. 254 linear feet of existing water main will be abandoned, and removed if
necessary for proposed new construction.
3. Two sewer manholes will abandoned, removed to below grade, and filled.
4. One existing fire hydrant will be removed.
5. One existing storm drain will be abandoned, and removed if necessary for
new construction.
6. Miscellaneous debris in creek and along shoreline will be removed (please
see attached photographs Al/A2, A3 A4, A11/A12)

Within the western portion of the site, the following structures/items located within an
AEC will be demolished and/or removed, as shown on page 1 of project plans:

1. Existing block wall around and adjacent trees (photograph B1).
2. Debris at bottom and adjacent open drainage route (photographs A7, B3, and
B4).
3. Debris in water and coastal wetland area (photographs A7, A8, and A10).

4. Miscellaneous debris and trash within channel and along shoreline
(photographs A5, A6, and A10).
5. Miscellaneous debris in creek and along shoreline (photographs AI/A2,
A4/A4, and A 1 I /A 12).
6. Approximately 3645 square feet of existing asphalt.
7. Existing concrete slab measuring approximately 800 square feet (photograph
B2).
8. Second concrete slab measuring 644 square feet (photograph B 1).
9. Existing 48" x 160' culvert (photographs A7, 134).
10. Existing 48" x 30' culvert (photographs A5/A6).

Land disturbance within the coastal shoreline AEC is to be minimized during clean-up
and re-vegetation activities and includes light grading, planting, seeding, and mulching.
Debris removal from coastal wetland areas is to be accomplished with minimal
disturbance by hand or, if necessary, by equipment with extended reach capabilities.
Project plans specify no digging or excavation in coastal wetlands or below normal high
water (NHW) during the clean-up process. Debris is to be "grabbed" and lifted from its
position. Where debris removal creates vegetative voids in coastal wetland and water
areas, appropriate indigenous coastal species will be planted based upon location relative
to normal water levels.

Construction of project components for which CAMA express permits are requested are
listed below. These components are shown on page 2 of project plans:

1. Stormwater and erosion and sedimentation control measures in the eastern
portion of the site to include:
• rock/silt check dam consisting of about 4' of 24" reinforced concrete pipe
storm drain with about 12 square feet of riprap and installation of about
108 square feet of riprap at the end of the stormwater outlet swale,
• 35'of 8" PVC storm drain with approximately 12 square feet of riprap, and
• stormwater outlet swale.
2. Units 23, 24, 48, and 49 - areas within AECs include portions of buildings,
covered front decks, and uncovered rear decks to be located in the coastal
shoreline AEC (please see page 2 of plans for specific built-upon areas for
each of these buildings).
3. Driveway/parking area to serve building 23 (page 2 of plans provides specific
built-upon square footage for each building driveway/parking area to be
located in the AEC).
4. Installation of underground utilities (electric, cable, and phone) in continuous
trenches within a 15' wide area along the rear of all southern units as shown
on project plans.
5. Installation of water mains and appurtenances as shown on project plans.
6. Construction of Mainsail Drive (project entrance from Turner Street),
including curb, gutter, and sidewalks as shown on project plans.

7. Construction of 3.5' high x 10' landscaped berms as shown on project plans
adjacent entrance from Turner Street and along West Beaufort Road. The
berms will be constructed outside of wetland areas.
8. General light grading and landscaping within the coastal shoreline AEC to
include grass and indigenous plantings where appropriate.
9. Observation platform and pier to serve the residential development consisting
of a 6' x 26' wood platform over Town Creek with 6' x 36' wood pier over
coastal wetlands and the CAMA buffer, transitioning to a 6' x 157' concrete
walkway/sidewalk over high ground connecting to Mainsail Drive. The
platform will have a "step down" to a kayak/canoe launch.
10. Kayak/canoe launch in Town Creek consisting of 3' x 20' wood structure to
be located about one foot above normal low water and waterward of the
observation platform.
11. Installation of 48 diameter culvert, measuring 60 plus end sections. Includes
grading from south end of new culvert to gut of Town Creek.

Walter Cole of Soil & Environmental Consultants performed a coastal wetland
delineation of the project site that was approved by Ryan Davenport of the Division of
Coastal Management on December 14, 2006. Included with the project plans submitted in
support of the CAMA permit application is a map of the approved wetland delineation.
All proposed landscaping will be located outside of and landward of the delineated
wetlands. Landscaping will consist of trees, shrubs, and mulch, with an emphasis on
indigenous species.

A general CAMA permit was recently issued for connection of sewer service to an
existing residence located outside the project area.

14F~ i

Z

MAINSAIL - CAMA PERMIT APPLICATION
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