20071367 Ver 2_CAMA Application_20080519

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MA
A NCDENR
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
May 16, 2008
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Doug Huggett
Major Permits Processing Coordinator
e _s
MAY 1 9 2008
DENR _ WAJ PER UUAU"fl`
WETLANDS AND STORM)NATER BRANON
CAMA/DREDGE & FILL Permit Application Review
Nature's Own Land Company (Mariners Point S/D)
Project Location: 1400 Mainsail Drive, off Oglesby Drive, Morehead City, Carteret County
Proposed Project: The applicant is proposing to develop a pier, dock, footbridge, walking path
and 6 wet slips with tie pilings.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
6/06/2008. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are
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 reheaut ,
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
4
SeIoction Uev op,., t 7ypa
? .=ee DCM % DWO
(14300 1601 435100093 1625 6253) (27300 1602 435100055 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100%($400) 0%(30)
involve tre filling or
excavation of any wetlands
or open , /ater areas:
III. For d - •ielopment that
involves ,e filling and/or
excavati of up to 1 acre
of wetlar ; and/or open
water ar s, determine if A,
B, C, or . aelow applies
:
III(A). Fc 'rivate non-
commer I development, if $250 100%($250) 0% ($0)
General ater Quality
Certifica: i No. 3301 (see
attached an be applied:
III(B). Foa )ublic or
commerC ;l development, if $400 100%($400) 0% ($0)
General ater Quality
Certificati :i No. 3301 (see
attached an. be applied:
III(C). If G +neral Water
Quality C(.. tification No.
$400
60%($240)
40%($160)
3301 (see attached) could
be applies, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%(3160)
3301 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%(S190)
excavation of more than
one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Nature's Own Land Company(Mariners Point) C/O Stroud
Engineering
2. LOCATION OF PROJECT SITE: 1400 Mainsail Drive off Ogelsby Road in Morehead
City adjacent to Dill Creek
Photo Index - 2000: grids; 41-525 A (8-12), B (8-12), C (8-12), D (8-12), E (9-12)
2006: grids; 41-8037 U (13-17), V (13-17), W (13-17), X (13-17)
43-6325 A (8-12), B (8-12), C (8-12), D (8-12), E (9-12)
State Plane Coordinates - X: 2684737.359 Y: 366937.112 Rover # J080809A
Longitude: 76°43' 14.234 Latitude: 34'44'11. 820
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/8/07, various site visits during
2007, 3/19/08
Was Applicant Present - No, Yes, No
5. PROCESSING PROCEDURE: Application Received - 4/30/2008
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan- Morehead City dated 9/28/07
Land Classification From LUP - Limited Trans ition/Conservation
(B) AEC(s) Involved: ES, CW, EW, PTA
(C) Water Dependent: Dock (yes), Footbridge (no), Walking path (no)
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Roads and infrastructure
Planned - 6-Slip Docking Facility, pier, platform, 5 tie
pilings, footbridge and walking path
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
nTYMP
DREDGED FILLED
(A) Coastal Wetlands N/A N/A 1,568ft2 Shaded
1,504ft2 Incorp.
(B) Open Water N/A N/A 1,298ft2 lncorp.
1,510ft2 Shaded
(C) High Ground (Bridge and N/A N/A 300 ft2
Walking Path)
(D) Total Area Disturbed: 3378 ftz
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
Field Investigation Report:
Nature's Own Land Company
Page 02
8. PROJECT SUNLNIARY: This project is being done as a Major Modification to Major
Permit # 167-07. As an amenity to the recently permitted subdivision the applicant is
proposing to develop a pier, dock, footbridge, walking path and 6 wet slips with tie pilings.
9. Narrative Description:
The Mariners Point project is located at 1400 Mainsail Drive off of Oglesby Rd. Oglesby Rd.
is found by turning right off of N. 20"' St. in Morehead City in the area locally known as Crab
Point. The site is identifiable by construction taking place under State Permit 167-07. Dill
Creek borders this site to the east and north.
Mariners Point is 64.15 acres in its entirety and varies from 0' to 35 above NHW. The high
ground portion of this site is comprised of former agricultural fields. Within these fields are
drainage ditches that have naturalized and contain Coastal Wetland and Section 404 plant
species. Above NHW, Cattail (Typha spp.), Black Needle Rush (Juncus roemerianus) and
Salt Meadow Grass (Spartina patens) are present. Smooth Coordgrass (Spartina alterniflora)
is present in the ditches below NHW. A large fringe of Coastal Wetlands is also present along
the shore adjacent to Dill Creek. This fringe contains Smooth Coordgrass (Spartina
alterniflora), Black Needle Rush (Juncus roemerianus) and Salt Meadow Grass (Spartina
patens). The shorelines to the north and south of this project are comparable in nature with a
similar subdivision permitted on the south east side. Within the waters of Dill Creek are large
expanses of oyster rock. The water depths in Dill Creek are mostly shallow but according to
the survey, reach -4' NLW within the channel portion and - 3' at NLW at the waterward end
of the proposed structure. Site verification has not been made at this time but is scheduled for
a later date. The substrate in this area is thick organic mud.
This section of Dill Creek is a Primary Nursery Area as designated by the Division of Marine
Fisheries and the Division of Water Quality classifies it as SA waters. The area in which the
proposed project would take place is closed to the taking of shellfish. Morehead City's Land
Use Plan dated 1999 classifies this area as Limited Transition and Conservation within the
AECs.
10. Proiect Description:
As an amenity to the subdivision the applicant is proposing a 6-slip docking facility extending
into Dill Creek. The community docking facility is proposed on the common area lot at the
end of the Mainsail Road cul-de-sac. This lot has a shoreline length of 336' along the NHW.
The width of the body of water at the proposed dock location varies from 383' to 500' from
marsh to marsh. As shown on the survey the Riparian Corridors are drawn perpendicular to
the line of the channel so that it intersects with the shore at the point the upland property line
meets the waters edge. The outer most mooring pilings would be located at an average
distance of 42' from the centerline of the channel.
Field Investigation Report:
Nature's Own Land Company
Page 03
The dock would leave high ground and cross 240' of Coastal Wetlands (180' below NHW)
before reaching open water. The dock would continue another 120' while weaving through a
large expanse of oyster rock and intersecting a 6'X 96' dock. Extending off of the dock
would be 2 finger piers that are an average of 2' wide and 8' long. These fingers along with 5
mooring piles would create 6 slips. The mooring piles would be located 20' waterward of the
proposed dock. Water depths in the area of the slips average -3.0'to-3.6' at NLW. The survey
shows the extrapolated marsh line and the application has the proposed dock not within 1/a
width of the water body. This location for the six-slip dock was chosen through consultation
with DCM staff.
A footbridge for the s/d is also being proposed. This would be made of wood and would be 4'
wide and 16' long. It would provide a path for residents to walk to the community clubhouse.
It would cross a tidal ditch located next to storm water basin 1 which was classified as
jurisdictional wetlands.
A pervious footpath is also being proposed. It would disturb 300 square feet of high ground.
One location would be located north of the proposed footbridge in a 4' x 85' area with the
other located south in a 4' x 35' area.
CAMA Major Permit # 167-07 was issued for the upland development on this site.
Development for this project has started but at this time is not at completed.
11. Anticipated Impacts:
The proposed dock would shade 1,568ft2 of Coastal Wetlands. It would also shade 1,298ft2 of
Open Water and incorporate 1,510 ft2 by the docking facility. The Primary Nursery Area of
Dill Creek could potentially be impacted by an increase in boat traffic occurring at low tides.
Large oyster rocks containing live populations existing along the shoreline would be disturbed
during the construction process. It appears that a hindrance to traditional navigation will not
occur from the proposed location of the dock, which would meet the 1/a width of waterbody
and not encroach within the channel. This can be seen on plats dated revised 3/11/08.
Once built out, this subdivision would be 23.9% impervious within the 75' AEC and 36.7%
impervious for the entire tract. The total land disturbance from the footbridge and footpath
would be 300 W. The Division of Land Resources approved the sedimentation and erosion
control plan (CARTE-2006-440) on 6/19/06. Stormwater permit #SW8060625 was issued on
7/12/06.
Name: Heather Styron Date: 5/8/08 Morehead City
BOOM o 1- 13 t?'1 V 2
APPLICATION for
Maier Development Permit
(last revlsad 12J27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Nature' Own Land Company Mariners Pointe
Applicant 1: First Name MI Last Name l
Parrish Sasser
`a
Applicant 2: First Name MI Last Name ?v
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1216 N. Topsail Dr. Surf City NC
ZIP Country Phone No. FAX No.
28445 us - - ext. - -
Street Address (if different from above) City State ZIP
Email

2. AgentContractor Information
Business Name
Stroud Engineering
Agent/ Contractor 1: First Name
Ronald MI
D Last Name
Cullipher
Agent/ Contractor 2: First Name
David MI
W Last Name
Gambardella
Mailing Address
151A NC Highway 24 PO Box City
Morehead City State
NC
ZIP
28557 Phone No. 1
252 - 247 - 7479 ext. Phone No. 2
- ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
a
` Major Development Permit
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 delineation been conducted? _..._.®Yes- ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Morehead City
o. Describe existing drinking water supply source.
Town of Morehead City
p. Describe existing storm water management or treatment systems.
Existing Drainage Ditches
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Common recreation area and community pier with 4 wetslips.
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.
Jet pump and barge for pile setting
d. List all development activities you propose.
Construction of pier, 2 finger docks, 4 wetslips, wooden footbridge and a pervious woodchip path.
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? 300 ®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.
Grassed Swales, surface runoff
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.
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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
proposed.
Wooden footbridge and pervious woodchip path
c. Density (give the number of residential units and the units per
acre).
0 (Subdivision Clubhouse: Nonresidential)
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(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:
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
300 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
None
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0
j. Describe proposed method of sewage disposal.
Morehead City Public Sewer
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ?No ®NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No NNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No NNA
If yes, attach appropriate documentation.
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complbte'al1bth6r sections 'ofthe Joint
Application that relate to this proposed project. Please include all supplemental information.
9. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 346'
(iv) Width 6'
(v) Floating ?Yes NNo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 96'
(iv) Width 6'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
6
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
k. Typical boat length: 25'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
7
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 3
(iii) Length 8'
(iv) Width 3' to 1'
(v) Floating ?Yes ®No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 4
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
1. (i) Will the facility be open to the general public?
?Yes ®No
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1 .:. J ?' 1 y;"-1 r aS' page 3 Lei)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shelf bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
NCW 690 SF ?SAV ®SB 810 SF
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. - t .
3. BOATHOUSE (including covered lifts) ®This section not applicable
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):
?Commercial ?Public/Government ®Private/Community
c. Distance to be placed beyond shoreline 100 Feet
Note: This should be measured from marsh edge, if present
e. Arc of the swing N/A
7. GENERAL
b. Number 7
d. Description of buoy (color, inscription, size, anchor, etc.)
Wooden Piling
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Form DCM MP-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.
11. BRIDGES ?This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ®Private/Community Tidal Ditch
c. Type of bridge (construction material):
Wood
d. Water depth at the proposed crossing at NLW or NWL:
2" 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)
9• Length of proposed bridge: 16' h. Width of proposed bridge: 4'
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: NA
1. 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: 5'
waters? ®Yes ?No
If yes, explain: Crosses Tidal Ditch
2. CULVERTS ED This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
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e r VC N1 ',171-5 lsrid-as a-nd Cuhrsrts, Pa ,7-s 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: N/A
(ii) Dimensions of the spoil disposal area: N/A
(iii) Do you claim title to the disposal area? ?Yes ®No (If no, attach a letter granting 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
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(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) 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 within 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 ?SAV ?SB
?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,
(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
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: NA If yes, explain: NA
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
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Mariners Point
Proposed Community Dock
Major Modification Narrative
5/7/08
The common recreation area at Mariners Point is located at 1400 Mainsail Rd.
Previously a 10-slip community dock was proposed for this area. For the revised
community dock the connecting pier will be 346' feet long. The structure will be located
in -3 feet of depth at NLW and have a 6-foot by 96 foot dock with 3 finger piers, 6 wet-
slips, and 7 tie pilings. The dock has been revised to fall within the One-Quarter distance
to marsh rule as defined by CAMA. The number of wet-slips was decreased from ten to
six and the dock relocated to reduce harm to existing oyster beds, shell bottom, and
infringement on the existing channel. A footbridge is also proposed to cross the tidal
ditch next to storm water basin 1 that was classified as 404 wetlands. It will provide a
path for residents to walk to the community clubhouse. The footbridge will be made of
wood and the path leading to it will be pervious wood chips. The length of the bridge will
be 16' and the width will be 4'.
A Submerged Aquatic Vegetation (SAV) survey of the community dock area was
conducted on April 13, 2007 at low water. No vegetation, rhizomes, or other evidence of
SAV were found. Substrate data obtained from the Division of Marine Fisheries Shellfish
Mapping Program characterize the area as "0 - Intertidal Soft, Non-Vegetated Shell".
This area is shown as oyster rock and scattered oyster rock in the plats.` The area outside
of the oyster beds over which most of the proposed dock will be located is characterized
as "D - Subtidal Soft, Non-vegetated w/o ell".
IN, n
:--orm Di 7.1 TAP-4 (31tructures, 5Pz,,Se 4 o 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
126' to Lot 52, 211' to Lot 51 None present
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
543' to 779'
d. Water depth at waterward end of structure at NLW or NWL
-3 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.
18. OTHER ®This section not applicable
a. Give complete description:
y/3o /08
Date
Mariners Pointe
Project Name
R"lid GSi`1r(??1? CStCOvO ?'?cJi1?tC2j ?rhJ?
c
Applicant Name ?j
Applicant Signature
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Form DC7 1 P?7?-4 (Structures, Pajc e 2 of 4)
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
? Toilets for patrons; Number: N/A; Location:
? Showers
? Boatholding tank pumpout; Give type and location: None
b. Describe treatment type and disposal location for all sanitary wastewater.
No Facilities Proposed
c. Describe the disposal of solid waste, fish offal and trash.
On site trash bins
d. How will overboard discharge of sewage from boats be controlled?
No Sewer Discharge sign and policy
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at main dock
(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.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel on site
j. What will be the marina policy on overnight and live-aboard dockage?
Day docking only, no overnight, no live aboard
k. Describe design measures that promote boat basin flushing?
NA
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ?No
252-808-2808 :: 1-888-4RCOEAST :: www.nccoastaimanagement.net revised: 12/27106
Form D NIP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Morehead City Public Water
o. When was the lot(s) platted and recorded?
10113/06 Book 31 pg 104-105
n. (i) Will water be impounded? ?Yes ?No ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
Date
Mariners Pointe
Project Name
4d1 /) /
r/
Applicant Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12126/06
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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 properly 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 maps, plats, drawings to distinguish
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.
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 Harold J. Tharrington Phone No.
Address 2801 Glenwood Gardens LN 205, Raleigh, NC 27608
Name Shawn Gentry Phone No.
Address 134 Ivy Trail Rd, Fleetwood, NC 28626
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.
SW8060625, Nature's Own Land Co, 7/12/06 General Permit 167-07, Nature's Own Land Co, 11/20/07
Sed/Erosion CARTE-2006-440, Nature's Own Land Co, 6/19/06
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.
' /3 n /L 1 Print Name l/c.??r? ?jc.n`>?1? ?S+ovd'?9I?Cef?
Date
Signature
Please indicate application attachments pertaining to your proposed project.
QDCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
Form DCM MP-1 (Page 2 of 4) `
Major Development Permit
4. Site Description
a. Total length of shoreline on the tract (ft.)
336'
C. Size of individual lot(s)
.39 ac, .51 ac,
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Coastal Marsh, 404 Wetlands -
b. Size of entire tract (sq.ft.)
17,730 SF (.39 ac)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
+3.5 ®NHW or ?NWL
f. Man-made features and uses now on tract
g. Identify and describe the existing land uses adjacent to the proposed project site.
Single family lots
h. How does local government zone the tract? L Is the proposed project consistent with the applicable zoning?
R10 (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?
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>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
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43 ~ ~ ~ ~ ~ ~ ~ ~ ~L ~ ~ ~ AIL OROCK Eiev -3.31
RSH Elev -0.97 ~ ~ ~ ~ ~ ~ _
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+1151 UWS Elev -3.19 61 T4 6174 iUWS Elev -1.74
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2ARSH Elev -0.T5 ~ 1
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OROCK Elev -2.Y1&OCK flev -2.56 OROCK -2.53 E%TRAPOLATED H E I av,-p.~9 j, ~ ~ p -2.53 MARSH EDGE ~ ~ ~ ~ ~
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~V ~ UWS•,~lev -3.28 lev -1.72 \
` I , ~ ORD lav -1.94 5 UWS4Elev -1.69 ~G. ~ 3 -1.69
/ • UWS~Iav -3.12 1 ' 266 6188 UN 6185 6229 t UWS av -1.56 RSH EIsY -1.27
UWS ev `4~9~3 0 UWS Elav -2.41 UWS Elev -2.18 Elev -2.18 UWS Elev -1.64 6187 ~ ~ M~
OR 0 Elev -1.87 Elav -3.27 ry UWSTEIev s? .1p lev -3.14 Ary 6t8S UWS E lev s~.81~
'1228 UWS Eie Ele -2.80 UWS Eiev -1.97 ` ~ / ~ ,'r~I/ \I/~
0 4CK Elav -2.06 41 +1241 E 25R'El3v TD4-` ~ ~ ~"~L
WETLANDS LINE uws ~ .25av -2.e1 +izoz ~ ~ ~ ~
UWS E i - .80 6198- ~'I21~ 78 6226
UWS Eiev ~ UWS fiey11.~.78 j~• UWS Elev -1.13 11S E l av „2.81 ~ ~~j ~ ~
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D ~ 1 S9Elev -2.47 S~Op ` ~ .V/ V/ ~IL~,
TERMITTENT DGE OYSTER ROCK UMS UWS v 3.39 itt61 . UWSSEIev -0.40
6197 ^ UWS Elev -1:03 ~ UWS Elev -2.50 6230 ~ ~ UW5 Efev -1.29
`I' 's
AIL ~ / a +1123 ~ EMA U iev -2.46
~ 1 N NE $264 MAP FOR RECORD i4 DtsTa cE LI uWS~~Y -1,06 N- ` MEAN HIGH WATER LINE ~ 6204 pp EMARSH Elev -1.44
196 r - ` WS,E \ -3.51 +1136 nAti~ ~UWS4Elev -0.47 E fi v ~L
~IG.~IIL UWS E1av ~,,,5 `mss ~ /4 D15T~ANCE LINE UWS Elev -2. T9 }
` I' I' 6195 4i ~IC_ U~ Elev / f FOR K Elev -2.6~ ` b \ ~ b `
~ ' WS Ei~ -3.81
J~ L AIL W v / C l / ~ 6263 1 ~ ~ ~ ~ 0p ~ 1 a i APPRO ENTERL[NE DF , 2 T_~~~~~'`~~ ~ H 1 1
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6194 ~ j +1230 ~ UWS Elev -3.05
~ ~ ~ ~ ~ EDGE ti UWS E .30 f L0 \ MARSHLINE ? / 5
o ,.-o I ^y' / ~ ~ 6 6 i204Elev -3.66`., 't243 - ~ MARSN EOGEED '5223
/ ' ~ ~ / + , UWS Elev 3.07 ' UMS Elav -0.54 2 I9
~ 1 ' 1 b $CHA RE SIGN 1; ~ + 24
PROPOSED'::,~"°SLIP DOCK DETAIL ~ ~ ~ ' 1 I ` 383'+- EDGE MARSH TO EDGE MARSH '6222 - H IaV 0.88 , UYtS E l av -0.62
~ MAR H INE I • ~ 6 I ~
J ~ v -1.09 ~ ~ +1204 f '6232 a \ I \ UWS Elev -3.58 UWS Elev 0.32
3 FINGER PIERS ti ' I ' ` f ' ` r ~ ~ ~ '6233 Ey2NRSH EI v -0 56 1 Uws Elav -0.27
ROPO _ ~ ~ ~ ~ ~
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\ t i O ~ I I 1 t ~ + , 1
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co o h h O~j ~ ~ &H ~ o C / I p AIL ~ I ~ l l I ~ 627p ?
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o ,o t pp~p / / ~ 6275 ' n M~UW9~VUU~ U U ~ ~ ' / / ~ UWS E N i ~ ~ ~ UWS Elev -0.69
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0 Qd~ D ~ 34fi 00` 6 a fl D ~ ~ ~ ~ 0
TOTAL LENGTH ~ ~ ~ L' o ~ w ~ ~ O ~~o \ N OF NNECTOR DOCK aaI yam` I ' , I ' 9rs°~~~ I ~ ~ ~ ~ #UW$9Eiev -4.35 CALK®}uwsBElav -1.01 ~ H ev~~IG=11~. ~ .~V~ ~ C7
~ ~ CREEK. ~ ® IUi
` p rtr ~ ' ~ S' , ' \ a 8.00 ' ` I ' ' E~E 1 t • c N ~ ~ i I 1 6251 ~ ~ G .~IG~. ~ SAY 1 9 2008
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//~I/ ~ 1 r~ 47 ~1 ~ 1 MSS lev 2.03 ~ ~ ~ 6252 ~ ..r.-^.'`" DEyN.VVATE.Gd~l111A~RB
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LEGEND ~ ~ . 1 \ 5 ° . ~ 1 / % ~ ~ INTERMITTENT N I
{ `I' EDGE OYSTER ROCK ~r IYSTERTROCK ( ~ f ~ ' UWS7Elev 0.19
+ ~ JL s • t-•• UWS l80TTOM ELEVATION} PLUS 1.40 ~ C/ I I } i
MHW MEAN HIGH WATER ~ ~ ~ ~ ~ ~ "-z"~ NHW NORMAL HIGH WATER --°0'`~ / / ~ I I ~ I 422 ` AIL ~ ,i r I ~ UW~ E I ev -3.9 ~ I
OROCK OYSTER ROCK . ~ • ~ ~ ! v"` '6279 6$BO ~'~J~UWS9EUtYS0E1 eS5-1.17 ~ F~ , ~ ` MARSH E I Rv -0.9fi ,A
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AIL ~ AIL _.~IC_ EDGE f Il , ~ A1~RSHLINE 1 c \ ~ ~ I 1~,r l f f fi ~ '4213 ~ REVISIONS:
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~ a ;
QUARTER DISTANCE ~,IG ~ " ~ r ONE ~ ,'L 6'2st i 1 1 ; 1 PAC /25/0 REV. PROPOSED 10 /~"UWS Elav -1.~3
NHW ~IIC_ I INTERMITTENT INTERMITTENT , SLiP DOCK
- -3 00-- ~ EDGE OYSTER ~OCK EXISTING CONTOUR ~ ~ ~ ~ ~ ~ ~ ~ EDGE OYSTER ~OCK ~ I ' \ ~ ~ 2 DWG /1710 CHANGED DOCK l ~ ~ ~ D ~ ~ ` 1 ~ ~ u ~ 3 DWG /11 /0 CAMA REY I S 1 DNS
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f MAP FOR RECORD ~ a ~ ii I
MEAN HIGH WATER LINE ~ ~ ~ ~ I1 62,6 - ~U 1!U U~~~U ~1~
~ EXISTING MARSH ~ ~ \ , UWS Elev 1.06 E e -1.28 ~ yyws'Eiav -4.1~ PROPOSED COMMUNITYPIER
.~fG_ ~ ~ ~ 1 ~ %ti
PILING \ ~ '1---' ~~G~~~~ - - r-' ~
~ ~ ~ i 1, 6282 ,i, ~ ! CALICO uws7Eiav'~3~s INOREI~EADTOWNSH~ CARTERI:I't~UN'IY NQRTO'ICa~ROLINdI UWS Elat±v 2.28 \ ` UWS Eiav -0.82
NOTES. l 6 ~ ~ \u ~ _x~~03. 1 ~o~ ~ ; ~ CREEK EMAflSH Eiev - .q~L IENT: NATURE'S OWN LAND CO. SURVEYED:
5 ~ ~ PAC/2007
1. V RTICAL gATUM IS NAVO 88. ~ ~ / ~ E h ~ i ~ ADDRESS: 1216 N. TOPSAIL DR. DRAWN:
p f / ' N F ET OF' RIPARIAN SHORELINE ' ~ ~ ~ ~ ~t~~~~~~Y~ta+e~ SURF CITY, NC 28445
2 335. 96 _ L I _ EAR _E_ . I , r , n nn;, - PAC
AT MEAN HIGH WATER LINE. a ' ~~•11 PHONE: [phone]
f ~s•, 50 25 0 50 100 EDGE 1 2a 3. WATER DEPTHS SHOWN ARE BASED ON NORMAL IdARSHUNE E \ •2a I s5) 's APPROVED:
\ \ LOW WATER. ,,,MRDC & PAC
CL * IT S OUD ENGINEERING, P.A.
\"'p6283 \ UWS Ellev -2.' "6283E j334" IdION RCv FIAPHWAY 24 DATE: UWS El v -2.43? ' ` \ w e ry s~w~ MOREHEAD CJTJ, NC 28557 1/17/2008
SCALE:1 = 50 \ '625 J 4 •••FNG{t~~a' 52) 247-7479RSH Elev -1.41
z- / N ~q 68 SCALE: 1 50 //)7 az 1 s a~~~ i+A+Da~ p~~~ five C SHEET 1 OF 3
PROJECT No. PW 600 UWS Elev DESIGN FILE: PROPOSED COMMUNITY PIER
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i \ MHW MEAN HIGH WATER _ - `J ~ NHW NORMAL HIGH WATER
OROCK OYSTER ROCK EMARSH EDGE OF MARSH
~ ~ \ G GROUND SHOT
~ ~ ~ ~ \ ~ ~ ~ ~ ` - - -o. 'moo,
CENTERLINE OF CHANNEL
~ A 9 / ~ ~ % ~ ,z~ ~ \ ~ v ~ ~ / ~ ~ I ONE QUARTER DISTANCE
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~ ~ ! ~ f~ / ~ ~ ~ ~ `s~ ~ J (i I moo. lPROPOSEU) PILING
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/ ~ \ \ b. mss. ~
i `1. ~ •s T. ~ ~ - c 1. VERTICAI DATUM IS NAVD 88.
~ I i ~ ~ ~ I` N ~ ~ 2. 335.96' LINEAR FEET OF RIPARIAN SHORELINE AT MEAN HIGH WATER LINE.
~ 3 N 3. WATER DEPTHS SHOWN ARE BASED ON NORMAL o LOW WATER.
o ° - o ~ °o c
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M ~ ~ $ N 3~O~TO~PEO~ fTYP.!
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,j ~ Coy ~ ~ ,f' NgNp ,
NRREA ~ / /
ENLARGED PLAN VIEW @ PROPOSED COMMUMITY DOCK
~ '~MPERVIOU$ 3, ay PROPOSED DOCKAND 6 SLIPS
r INAEC ; , 36 i / N.rs. _...m_. FOR
lMP 2~SF+ / ~
f ./N i ~ 5 2 ~ MARINERS P01 NTE
} - - - 4200SF o
\ ~ IMPERVIOUS i MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
\ 51 INAEC ~ ~ ~ ORST CASE) ~ OWNER:. NATURE'S OWN LAND CO. DESIGNED: ~NFNUZS
~ - ~ ~ - ~e~~,`,`~~~CAF~a;'a,,_ ADDRESS: 1216 N. TOPSAIL DR.
~Qa~SS%o••.,r ~UKt GI ! Y, NGLt3440 ur~rwviv: dnr % PHONE: [phone]
so so o so 120 NOTE: ORGINAL DRAWINGS PREPAR INGS PREPARED BY STROUD w I Q SEAL APPROVED: RDC
w ENGINEERING, PA. WILMINGTON OF p UPDATED FOR CAMAAPPIICATION S MINGTON OFFICE. THIS DRAWING
Ito 13343 a ~ n DATE: 05/14107 PPLICATIONSUBMITTAL. o,~•,,FN~.~N, ~ l STROUD ENGINEERING, P.A.
a PROJECTNO.: x'8°0 GRAPHIC SCALE: Al~l CULLIPHER, Ott SCALE: 1" = 60`
tttt~~~~~~~~ 102-D CINEMA DRIVE
DRAWING NAME.: F'n^^sTeRmw''s°°iD°wR°riscA^n.°GN WILMINGTON, NC 28403 [phone] SHEET 2 OF 3

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I rrl r O / f r r I r 2 !r I t i r r Q !r r r
r r l ~v r r i I
r rl lr ~ rlrrr I r r 3 r r r I r r~r v rr r r
. r rr
i l l' r 4Q rrr .•.;:_:::::f rrrr r r ri rr I DRAINA,4;E DITCH
~ r t r w r r i ~ rrr, r ~ rrr ...:::i :::::.:::::::::.:..:..:.::::::::::::'.j:::::::::::::::•.'.:--::::'.::::~::::::::::::::::::::::::::;:::•.•..'.::•.~.••:•.'.'~~.•.•.:: 16'
r r tr ~ rrr , r r rrr r~ rrr ~ f
/ \ r lr rrt ,
r rrr rr C> rrr f I I / J tr = /!r r t S TORMWATER r,r , r r r ~ rr r I
r rrr rrr r r
BASIN 1 r rr ~ / / r r , r I
rrr ~ rrr i r r __.1 r r r rrr I
r rrrr rrr rr -r / r + r + r / I r r r r r r r , _
r rr r / ~ ~ f r r -rrr , 1
r rrrr rrr r / f- / r / rrr r
r rrr rrr r i B rrr rrr
.i:.::.~.- /r r rrr r . rr I~ rrr r . •I:.......:._~... r r
rrr -rrr ~ ...r . ~ : rrr rrr l ~ 2x6 WOOD
~ r r rr r r r r ~ r r r rrr r ~ DECKING
t 1 I / ,rr ?
r r rr r ; ~ r / a l
A \ PLAN VIEW
r rrr ~ WOODEN FOOTBRIDGE NTS
PERVIOUS / WOODEN r r • ;
I\.:.• r r~ r r r r WOODCHIP r FOOTBRIDGE it r ~ r r r
PATH + r r r I r rrr r r END 404 WEILAND r r rrr A I i
r r rr 1 (333 LF) HERE rrr r r I I 1 ! / 1
r r i !r ' ! rrr rrr r ~
r rrr r r I PERVIOU f r 4 r rrr / ~
r r I WOODCHIP r r r , rr ~ I PATH t r1r r rrr /r l
r r r I rr / ~
' f: r r r I~ i+ r 1 ' ~ POOL t rr I I rr r l 16'
`f' r rrr rrr rr r irr rrr f ~
rl3 rr r ~ l rr= err r
/ r rr z r r r r rr
r iri rrr r r r r rrr rrr r
r rrr iii r 2x12 @ 10" O.C.
r r r r rrr _ rrr / rr r tr r rrrr r
r r rr I r r r
r rrr rri r r r rrr r
rrr rrrr r ~ rrr r ~ , ~ \;iv~~~~\c\\j~;~\ EXISTING s, \C`~~i\,
w rrr = ~ rrr r ,\~f WETLANDS , i fi \~y y~,\ ~ ~~t,~~~\i DITCH i ~;-~F~~~f\~f~,\
rrr rr r ~ r r r r ~ rrrr rrr r
r / r rrr , ~ J , , rrr r
Cn rrr rrr r / \ r rrr /
~ A~~y~~\\\~ti;
~ r i
~ r I ~
r ~
O ~ ~
o ~ 1
I / ~
o ~ REVISIONS:
~ m / ~ SECTION A A ~ fJATE
! OW6 4/28/08 LAMA REV. WOODEN FOOTBRIDGE NTS
~ / ~
~ / ~ PERVIOUS WOOD ~ rr
CHIPS 4 DEEP ~ Q / ~ LEGEND
PROPOSED WOOD CH[P PATH
PROPOSED FOOTBRIDGE
PROPOSED WOOD DECK
O

%fl~~~!I\ son
J\ MDREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
WOOD CHIP PATH NTS
k\ WET~AHOS CLIENT : NATURE `S OWN LAND CO. DESIGNED = DWG
ADDRE5S: 1216 N. TOPSAIL DR. DRAWN:
SURF CITY, NC 28445 PROPOSED STRUCTURES DWG
~~putttaa°+ CN F CK F D
FXiCTTAIC RRf1PGRTY..AM,A1C n n... ab. DLJf1AlC . f ncn n n nn n n
nuivE.. ~cJ cii wi vowo RDC t
10 5 0 10 20
. • NTS NOT TO SCALE .Q p• STROUD ENGINEERING, PA APPROVED • •
AEC AREA OF ENVIRONMENTAL COW °Q SE RDC IV AL • * 151A HIGHWAY 24
SCALE: 1" = 10' SHEET #3 OF 3 13343 MOREHEAD CITY, N.C. 28557 DATE: ?
PROJECT PW-600 ;,gyp°F (~.•'~pr, 7-7479 1/17/08 •.oy °•.NG~NE;~•'Q~`~.~ _ LK SCALE:
DESIGN FILE F:/MARINERSPOINTE/DGNS/DGNRECJAN152008/CAMA.dgn /1. 0
D' R Nt1LD W. LLI HER .E. 1 = 10'