20081146 Ver 2_401 Application_20080808

COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557 Cell 252.240.9297
August 4, 2008
PA.II
Mr. Ian McMillan
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
Re: 401 Water Quality Certification
DWQ No. 2008-1146
Mainsail of Beaufort, LLC
Richard Stockett
Carteret County
Dear Mr. McMillan:
Enclosed are three copies of the completed Pre-Construction Notification (PCN) for development of the
Mainsail of Beaufort townhome project in Carteret County. Included are the project narrative, project
plans with the wetland impact area noted, and a copy Mr. Stockett's letter designating me as his agent for
this project.
Also included is Coastal Planning Services, Inc. check in the amount of $240.00 to cover the permit fee.
Please note that the project is also being routed under the CAMA express review program. A copy of the
entire PCN submittal has been provided to Joanne Steenhuis in the Wilmington Regional Office.
Thank you for your assistance with this project. Please call me at 252-240-9297 if you have questions or
need additional information.
Sincerely,
4 0 v--
Kathy B. Vinson, AICP
Enclosure(s)
AEG 6 2008
WSMI)s AND STORMWA R BRMCH
.I
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2008-1146 Y 2
(If any particular item is not applicable to this project, please enter "Not Appucanie or NSA .)
1. Processing
P A"
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Also being, routed as a
CAMA express.
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: X
II. Applicant Information
o C @[9Ole12 p
1. Owner/Applicant Information AU G 6 2008
Name: Mainsail of Beaufort, LLC, Richard Stockett, Manager
Mailing Address:901 Paverstone Drive, Suite F, Raleigh, NC 27615 DENR-WATER QUALITY
ETLANUS ANU - --_- '1CH
Telephone Number: 919-623-3403 Fax Number: 919-845-5164
E-mail Address: rstockettgaol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Kathy B. Vinson, AICP
Company Affiliation: Coastal Planning Services, Inc.
Mailing Address: P.O. Box 827, Morehead City, NC 28557
Telephone Number: 252-240-9297 Fax Number: 252-247-5875
E-mail Address: kbvinsonAec.rr.com
Updated 11/1/2005

Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Mainsail of Beaufort
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):7306.14.332.213000 and 7306.14.33.2445000
4. Location
County: Carteret Nearest Town: Beaufort
Subdivision name (include phase/lot number): Mainsail of Beaufort
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
US 70 and Turner Street (NC SR 1174) in the Town of Beaufort, go north 0.2 miles on Turner
Street to the intersection of West Beaufort Road (NCSR 1170). Project is located at the
southeast corner of the intersection of Turner Street and West Beaufort Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34°43'32"N 76°39'35"°W
6. Property size (acres): 7.94 acres
7. Name of nearest receiving body of water: Town Creek
8. River Basin: White Oak
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application The site previously contained a mobile home park and
apartment buildings. These structures have been removed and clearing= grading, and
installation of utilities have begun outside CAMA Areas of Environmental Concern (AECs).
Updated 11/1/2005
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.
9. Describe the overall project in detail, including the type of equipment to be used: The project
involves construction of a residential multi-family development. Included are installation of
stormwater and erosion and sedimentation control measures; installation of utilities,
construction of residential units with decks and driveways, construction of entrance road
(Mainsail Drive), construction of landscaped berms, construction 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 attached project
narrative.)
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 And pilings that cannot be reached from
shore will be pumped or washed in.
10. Explain the purpose of the proposed work: Construction of a residential multi-family
development.
III. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
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 &
Sedimentation Control Plan Carte-2008-149 to Mainsail of Beaufort, LLC, Richard Stockett,
Manager on November 27, 2007 and June 23, 2008.
Wastewater Collection System Extension Permit No. W00032596 issued to Town of Beaufort
on February 1, 2008.
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
(DCM) on December 14, 2006. The delineation was subsequently modified by Jason Dail and
Tere Barrett of DCM on June 27, 2008. Project plans were developed based on the approved
(modified) delineation.
Updated 1 t/1/2005
n- 17 4V I I
IV. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The project consists of one phase. No future requests are anticipated.
V. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: A stormwater swale will be
created within a 615 square feet area of intermittent coastal wetlands/existing debris as
shown on project plans. A portion of the wetlands will be graded as part of this activity.
Based on an onsite discussion with CAMA representative on June 27, 2008, only 80 square
feet of the wetland area to be displaced by the Swale construction appears to be functional.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and floodina.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
1 Excavation and grading Coastal wetland yes 36 l.f. 0.014

Total Wetland Impact (acres) 0.014
Updated 11/1/2005
3. List the total acreage (estimated) of all existing wetlands on the property: 5200 square feet
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial o?
Intermittent'? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
None

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
None

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres):
Wetland Impact (acres): 0.014
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Updated 11/1/2005
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): X uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): State stormwater requirement
Current land use in the vicinity of the pond: Residential
Size of watershed draining to pond: 7.94 acres Expected pond surface area: 15,544 sg.ft.
VI. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The work was designed to
better provide for existing stormwater and extreme tidal flows connecting the presently
debilitated wetland areas (full of trash and debris) with wetland areas located further inland (both
onsite and offsite).
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Updated I t/1/2005
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
I. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): NIA
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No X
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Updated 11/1/2005
n--- 1 1 _4C 1 '1
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No X
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact I Required
Zone* / ....-_„ 4P--N I Multiplier T,44__+; _„
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
X. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Total acreage of the site is 7.94 acres. The total built-out impervious acreage is 148,052 square
feet 3.40 acres), or 43 % of the site. Total disturbed area per approved Erosion and
Sedimentation Control Plan is 9 acres. (Please see enclosed stormwater and erosion control plan
approvals.)
Updated 11/1/2005
ll...... 1 'l -4r' 17
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal will be provided by Town of Beaufort sewer system.
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
XIII. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project consists of one phase. The current submittal covers the full project. No future
development is planned that would result in additional impacts to nearby downstream water
quality.
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Ai?plicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
n 1') ..rig
Mainsail of Beaufort, LLC
Richard Stockett
Carteret County
Project 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 A 1 /A2, A3/A4, A 11 /A 12)
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 B 1).
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 Al/A2,
A4/A4, and Al I/A12).
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.
1)
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.
R.ielb,ard Stockett_{
?viiiiia:1 O Beaufort', LLL
Dui P"ersiofte Drive Suite F
Raleigh, NC 27615
Mav 5, 2008
To Whom Ft IMav Concern:
hereby authorize Kathy Vinson; AICP, Coastal Planning Services, Inc. and John
Freshwater PIE, C-, ctaP Co2s<?:.,
ys_-- --,-xnce erg FA to represent me and apply for LAMA
r
re.?'rrjte tr* dP-'--P0pi ; My property kantowm as M, nsaii of Beaufort. The property is located at
the inte'section G-krT me Street afad west Beaufort Road in Beaufort, North Carolina.
?zus authorization evends to ail permits and authorizations required by local, state; and
c eral agencies that may be required as part of the permitting process-
also authorize release of information related to the project sites to Ms_ Vinson and tyres.
Freshwater, including boundary surveys, topographic maps, and re-s,ilts. of wetland
delineation and soil permeability tests-
I` you have questions or need additional information nlease- contact me at 919=523-3AAA
F
Sincerely,
Richard Stockett
LC 1-CI CCtoFIF r)KII 071nvnu I I ??nn IcI 1 w rini nn nn nn ,kD-