20080856 Ver 1_CAMA Application_20080521

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
EXPRESS PERMIT
C o? May 20, 2008
MEMORANDUM:
2 l 2008
TO: Cyndi Karoly
i7ENR `4MiEr<.UDAufv
Supervisor VVE"iLANDSANUST RMVVXrER3FMCM
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: Express CAMA Major Permit Application
Applicant: LD Atlantic, LLC
Project Location: Located off Mill Landing Point Road, adjacent to Harlowe Creek, near
Newport, in Carteret County
Proposed Project: to install subsurface utilities, boardwalk, boat storage area, pier and platform
for residents of the Mill Landing subdivision
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by June 12, 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
APPLICANT'S NAME: LD Atlantic, LLC
2. LOCATION OF PROJECT SITE: The project site is located off Mill Landing Point Road,
adjacent to Harlowe Creek, near Newport, Carteret County.
Photo Index - 2006:45-6317, H-J,9-12 2000: 45-570, I-K, 8-11
State Plane Coordinates - X: 2682559 Y: 384010 Rover File - V-110710A
Latitude: 34147'01" Longitude: 76°43'36"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Date of Site Visit- 11/07/07
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete: 5/16/08
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rura /Conservation
(B) AEC(s) Involved: CW, ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - N/A
Planned - On-site systems
(F) Type of Structures: Existing - N/A
Planned - Infrastructure for subdivision, boardwalk, boat storage
area, access pier and platform.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD MIFF) 0TRF.R
(A) Open Water 2,292 sq. ft.
(incorporated)
(B) Wetlands - "404" and Coastal 828 sq ft.
(coastal shaded)
1,500 sq. ft. temp.
disturbed
("404" wetlands)
(B) High Ground 15,680 sq. ft. (disturbed -
for boat storage area &
boardwalk)
(D) Total Area Disturbed: 20,300 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW Open: No
8. PROJECT SUMMARY: The applicant proposes to install subsurface utilities, boardwalk, boat
storage area, pier and platform for residents of the Mill Landing subdivision.
LD Atlantic, LLC
Page Two
9. PROJECT NARRATIVE:
The site is a 16.82-acre tract of land located on the east side of SRI 154 (Mill Creek Road), approximately 1.1
miles east of its intersection with SRI 155 (Old Winberry Road). The land is adjacent to Harlowe Creek near
Newport, Carteret County, North Carolina. To find the property, take NC Hwy 70 east from Morehead City
and turn left on NC HWY 101(New Bern Road). Travel approximately 10.0 miles and turn left onto SRI 155
(Old Winberry Road) and go 2.0 miles, then turn left onto SRI 154 (Mill Creek Road) and go 1.1 miles, the
entrance to the subdivision is on the left. The subdivision is adjacent to Harlowe Creek near Newport, Carteret
County. The tract is approximately 6' above NHW on the west side of the property and slopes to meet an area
of coastal wetlands on east side of the property where it borders Harlowe Creek. The property has been cleared
within the last several years. The majority of the upland area on the property is vegetated with sedge grasses
with a few pine, cedar, and sweetgum trees remain on the property.
The applicant has installed a paved asphalt road (20' x 700') that originates along Mill Creek Loop Road. The
asphalt drive (Mill Landing Point) extends toward the east and terminates in a turn-around cul-de-sac. Utilities
are currently in place and run along the right-of-way of Mill Landing Point. A graded drainage Swale and level
spreader are located at the terminal end of the cul-de-sac. This stormwater feature directs run-off from the road
towards the adjoining "404" and coastal wetlands located on the eastern side of the property.
It should be noted that the construction of the 12-lot residential subdivision, including the driveway and
utilities, are located outside of the 75' Area of Environmental Concern (AEC), and did not require approval
from the Division of Coastal Management (DCM). However, the drainage swale and lever spreader are located
within the AEC. The applicant failed to apply for a permit authorizing this development and as such, these
activities resulted in the issuance of a Notice of Violation. The violation was resolved and the Case against the
applicant has been closed.
The tract has 1,805 linear feet of shoreline. An area of smooth marsh cordgrass, black needlerush, and salt
meadow grass borders the shoreline to the east. There is a single-family residence on the adjoining waterfront
property to the north, while the waterfront property to the south is undeveloped.
Harlowe Creek is approximately 1,040' wide in the project vicinity with water depths averaging -0.5' to -3'
below NLW range. Harlowe Creek is classified by the EMC as SA; HQW and is classified by the Division of
Marine Fisheries as a primary nursery area. The creek has been closed to shellfishing by the Division of
Environmental Health. The Carteret County Land Use Plan categorizes this area of the county as Rural, with
all AEC's classified as Conservation. The Division of Water Quality has approved Stormwater Management
Permits 9SW8051010 and SW6030000 for a low-density residential development on this property.
PROPOSED PROJECT:
The applicant proposes to install subsurface utilities, boardwalk, and pier for residents of the Mill Landing
subdivision. High ground development would include the construction of a gravel community boat storage
area, located immediately adjacent to Mill Landing Point, near the entrance of the subdivision. The boat
storage area (80' x 175') would consist of a gravel pad, approximately 4" thick that would be encompassed
by a 6' privacy fence. The storage area would be located approximately 5' from the northern most property
line. Run-off from the storage area would drain towards Mill Landing Point.
Addition high ground development would include the installation of a sewer line, located within the 15' septic
line easement. The septic line easement would originate adjacent to Mill Landing Point Road (within the right-
of-way) and extend from the common property line of Lots 1 and 2, south and west to the proposed septic drain
fields (Drainfield 1 and Drainfield 2) located in the southwest corner of the subdivision. The septic easement
would measure approximately 1,070 linear feet and would cut through a section of "404" wetlands. The sewer
lines would be installed with an open cut trench and cut through 100 linear feet of "404" wetlands and
temporarily disturb 1,500 square feet of those areas during the installation process.
LD Atlantic, LLC
Page Three
The applicant also proposes to construct an observation platform for the community. To access the platform, a
6' wide x 280' wooden boardwalk would be constructed just landward of the Coastal Wetlands line. The
boardwalk would originate between Lots 3 and 4, within the community access easement, and would be
constructed perpendicular to the shoreline. The boardwalk would extend towards the east and span a 140'
section of Coastal Marsh. From the outer edge of Coastal Marsh, the pier would extend another 232' before
terminating in a 12' x 24' platform. A 12' x 12' section of the platform would be.!
'coerdd and th` remaining
i
area would be open space. As proposed, the boardwalk and the pier would be elevated 'a minimum of 36" over
any wetlands. The entire length of the pier structure would measure 655' from origination to terminus. There
are no boat slips proposed as part of this application package.
Anticipated Impacts
The proposed community boat storage area would disturb 14,000 sq. ft. of high ground, all of which is located
outside of the N.C. Division of Coastal Management 75' Estuarine Shoreline AEC. This equates to 0%
impervious surface within DCM's 75' Estuarine Shoreline AEC. The proposed sewer line installation would
temporarily disturb approximately 1,500 square feet of "404" Wetlands. The elevated walkway to the pier is
proposed within the N.C. Division of Water Quality's Neuse River Basin Riparian Buffer Zone and would
disturb approximately 1,680 square feet of high ground. Sedimentation and stormwater control techniques
have been planned which should minimize any impact from the development of the site.
The pier would incorporate 2,292 square feet of estuarine waters and public trust area. The pier would
additionally shade 828 square feet of Coastal/"404" Wetlands. No boat slips are proposed as part of this
project. The pier would not extend out into the main body of the creek where traditional navigation occurs, nor
would the pier extend beyond'/4 of the width of the waterbody. A localized and temporary increase in turbidity
can be expected during the in-water portions of the construction of the pier. Water depths in the vicinity of the
proposed platform range from 0.12' to 0.56' relative to Normal Low Water.
Submitted by: J. Dail Date: 5/16/08 Office: Wilmington
ACM MI-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
comaL &Xp o 8- o% S Lo
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Ld Atlantic, Llc Project Name (if applicable)
Mill Landing
Applicant 1: First Name
Jerry MI
T Last Name
Dalton
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
446 East Main Street PO Box City
Clayton State
NC
ZIP
27520 Country
USA Phone No.
919 - 359 - 0427 ext. FAX No.
919 - 359 - 0428
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
-
ext.
FAX No. Contractor #
Street Address (if different from above) City c E H
Email MAY 16 2008 j
DIVISION OF
<Form continues on back>COASTAL MANAGEMEN T
Form'DCM MP-1 (Page 2 of 2)
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple) Street Address State Rd. #
Carteret On the eastern side of Mill Crk. Rd. across from address 3063 SR 1154
Subdivision Name City State Zip
Mill Landing Newport NC -
Phone No. Lot No. (s) (if many, attach additional page with list)
919 - 359 - 0427 ext. 1-12, See attached,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Whiteoak Harlowe 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 Harlowe Creek
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.
Carteret County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1805 (NHWL) ft 732766
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
12 lots @ 1.078 AC (average), See Attached, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 6.0 ®NHW or ?NWL
e. Vegetation on tract
Sparse Vegetation: Grass Ground Cover, sparatic natual pine tree growth
f. Man-made features and uses now on tract
Rough grade dirt road, waterline, and storm water run-off controls
g. Identify and describe the existing land uses adjacent to the proposed project site.
Rural: North - residential
South - vacant
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
unzoned (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a co
p
y.
?Yes ®No ?NA
]
y.
1
)p??:
If yes, by whom? D - e, 1p, y 7 7 TM 4; ??'
1. Is the proposed project located in a National Registered Historic District or does it i ve a e o N
National Register listed or eligible property?
v-J V f V ZIJUU 'J
<Form continues on ne4 > U1 V 1 SI UN `'I??
` sryL ?,n??A &MEFNT
Form DCM MP-1 (Page 3 of 3)
APPLICATION for
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.
N/A
o. Describe existing drinking water supply source.
Public Water
p. Describe existing storm water management or treatment systems.
See sw8051010
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.
Pier and boardwalk in conjunction with 12 lot residential subdivision
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.
Barge and knucle boom used for post and frame constrution of pier. Barge will be stored at waters edge.
d. List all development activities you propose.
A 12 lot residential subdivison & Pier
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? 97198 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ?No UNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface run off: See existing Eroision Control Plan
i. Will wastewater or stormwater be discharged into a wetland? es ?No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? , ?- 44
j. Is there any mitigation proposed? J
` es . ®No ?NA
Y
?
)
If yes, attach a mitigation proposal. J? 'y A
?
tr "" f
DiVISIO - OF LUIt,
<Form continues on back?O?1ST,? ??AG??E
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 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 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 Clyde Harris Realty Phone No.
Address 3105 Ward Blvd. North, Wilson, NC
Name George Graham Phone No.
Address 148 Preston Lane, New Port, NC 28570
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.
Stormwater sw8051010 General Clearing & Grading sw6030000
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 May 1, 2008 Print Name Jerry T. Dalton
Signature
Please indicate application attachments pertaining to your proposed proj t.
®DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
li-
?DCM n g
"? e
MAY 16 2008
%C?AS DI iSIOM OF
NiA fgAGSMS NI_1_
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 100.0'
Width 15'
Avg. Existing
NA
NA
N/A
Depth
Final Project
NA
NA
25-3.0'
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. 404 C.O.E. regulated wetlands
N/A
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),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
OWL 1500 ?None
(ii) Describe the purpose of the excavation in these areas:
wetlands will excavated to install a septic supply line
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Material will be placed back in it's original location n/a
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?
Along the 15' septic line easement
e. (i) Does the disposal area include any 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
OWL 1500 ?None
(ii) Describe the purpose of disposal in these areas:
Wetland will be filled with the excavated material after septic line
is installed
(i) Does the disposal include any area in the water?
?Yes ONo NA
(ii) If yes, o at rJEaH ct
i
MAN 16 2008
DIVISION OF
COASTAL MANAGEMENT
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
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.
h. Type 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 Dlaced in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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
OWL []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)?
Material will be excavted and replaced following septic installation Backhoe
c. (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.
d. (i) Will wetlands be crossed in transporting equipment to
site? []Yes ®No Ew N
(ii) If yes, explain r t 6 J d gTi?
environmental i no
;-'J vi F
May 1, 2008 Jerry T. Dalton COASTAL MANAGEMUNI
Date
Mill Landing
Project Name
Applicant Name
Appli Signat re
0' 0
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. 12
6 x 655' Pier, Boat Storage, & installation of septic supply
line across 404 wetlands
c. Density (give the number of residential units and the units per
acre).
12 Lot s 1.402 units per acre
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: 1-24-06
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.
0.0%
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.
17.4%
j. Describe proposed method of sewage disposal.
Individual on-site septic
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 located along natural drainage patterns
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
22291 SF 0.512 AC
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt & Gravel
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: 1-24-06
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ONo ?NA
If yes, attach appropriate documentation.
s r e EudJaVnEiv (s mwater
m. Does the to
design? I i
?Yes 12 ?NA
If yes, aft h prop4*Potu@e2ffl8n.
DIVISION OF
COASTAL MANAGEMENT
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public Water
o. When was the lot(s) platted and recorded?
N/A
May 1, 2008
Date
Mill Landing
Project Name
Jerry T. Dalton
Applicant Name
1
App t Signa ure
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
MM 16 2008 f
DIVISION OF
COASTAL MANAGEMENT
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 complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ?Public/Government OPrivate/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 387
(iv) Width 6 ft
(v) Floating ?Yes ONo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 12
(iv) Width 24
(v) Floating ?Yes ENo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
0
(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: N/A
m. (i) Will the facility have tie pilings?
?Yes NNo
(ii) If yes number of tie pilings?
d. (i) Are Finger Piers included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(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:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
® Other, please describe:
Viewing & Fishing Platform
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
N/A
1. (i) Will t I f illert>gibl??1
? ONo
?a MA 16 2008 1
izv,
DIVISION OF
COASTAL MANAGEMUNIT
2. DOCKING FACILITY/MARINA OPERATIONS 0This 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: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currentl vided? I 1
DIVISION OF
COASTAL MANAGEMENT
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
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), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?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.
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 E3 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
r
11 V
J
KY 6 2006
DIVISION OF
COASTAL MANAGEMENT
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
105 ft (left) & 465 ft (right) N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1024 ft
d. Water depth at waterward end of structure at NLW or NWL
24" / 2.0 ft
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.
8. OTHER 0This section not applicable
a. Give complete description:
May 1, 2008
Date
Mill Landing
Project Name
Jerry T. Dalton
Applicant Name
Ap ' nt Signature
MMAY 16 2008 Di
DIVISION OF
'OASTAL. MANAGEMENT

End address:
Distance: 20 mi (about 44 mins)
Map data ©2008 Tele Atlas
Dowry Rd
La T= 34°- 47 off. 78' 'Al
LeW-. 7t?' - 43 -- 3(1, c)o" u
(1 Head east on Bridges St toward McKnight Rd - go 0.3 mi
I Turn right at N 28th St - go 0.2 mi
A? R! 2 3 2008
t iV1S1U'ti OF
Page 1
Start address: Morehead City, NC
Turn left at Arendell St/US-70 Continue to follow US-70 - go 5.6 mi
I Turn left at NC-101/New Bern Rd - go 10 mi
I Turn left at Old Winberry Rd - go 2.0 mi
I Slight left at Mill Creek Rd/NC-1154 - go 1.0 mi
Turn left at Dowty Rd - go 482 ft
\I ,
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Page 2
tam ? ?.
Page 3
' 4 )
n Arrive at: Dowry Rd -r
?;y? ??e"? b7CZ? -
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TRUE LINE SURVEYING, P.C.
(;?IXIT\1?
Project Narrative
The proposed development by LD Atlantic, LLC is located in Carteret County,
North Carolina. The project will consist of a community pier that is accessed by private
citizens of a new residential subdivision that is being developed in conjunction with the
major pier devlopment.
The applied for permit will be in a location that is between Morehead City,
Beaufort, and Newport. The project is located in the Newport River Basin. Currently the
site consists of a sparsely vegetated tract of land that has an asphalt road, utilities, and
storm water control devices installed that will support the proposed 12-lot subdivision.
LD Atlantic proposes to build a 6-foot wide pier that will project out onto Harlow
creek, which is a major tributary for the Newport River. The pier will be of the platform
type and have pickets and handrails along each side. The pier will be begin as a
community accessed boardwalk that will be elevated above the existing grade until it
reaches the marsh. The pier will then begin to take on a traditional shape as it projects out
400 feet from the marsh line. The pier section will end with two platforms one will be
covered and one will be uncovered. Both platforms will be 12 feet by 12 feet and will be
used as a place of relaxation and for viewing the surrounding waterscape.
The proposed major pier permit, if approved, will allow citizens of a 12 lot single-
family subdivision to access the pier for their private enjoyment. The 12 lot subdivision
will have a permanent boat storage area that residents will be allowed to store private
boats in, these boats will be launched and used at other locations. The end users of the
pier will only be allowed use of the pier for viewing and fishing.
Upon approval LD Atlantic will construct the pier using great care and
workmanship to provide the future residences of Mill Landing Subdivision, Carteret
County, and the State of North Carolina a unique place to view and enjoy the surrounding
nature and wildlife.
1 TT. F
Ott _ : f
I
1
APR 3 2008
1D
r `r!.. MANAGEMENT
205 W. Main Street, Clayton, NC 27520
[phone] - Fax: [phone]
Mill Landing s/d - Mill Creek, NC
LDI Development, LLC
NOT FOR DISTRIBUTION
FOR PLANNING PURPOSES ONLY

M6• A-W
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0.14NM•14• NHW-34'..•..0-72n1M450
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60 120 1901 Feet
Upper Marsh/COE
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\ ?Q
X-coord Y-coord ID
1457_NHW_Mill Landing_NAD83
2682252.02 383451.35 NHW-1
2682253.13 383476.39 NHW-2
2682265.52 383494.75 NHW-3
2682257.02 383531.65 NHW-4
2682277.58 383541.20 NHW-5
2682315.06 383533.01 NHW-6
2682344.10 383542.72 NHW-7
2682368.58 383536.00 NHW-8
2682368.13 383564.67 NHW-9
2682351.29 383575.75 NHW-10
2682345.05 383614.29 NHW-11
2682283.99 383719.32 NHW-12
2682253.72 383743.62 NHW-13
2682249.09 383789.33 NHW-14
2682232.30 383826.80 NHW-15
2682219.32 383837.73 NHW-16
2682191.06 383865.92 NHW-17
2682198.52 383880.46 NHW-18
2682212.36 383891.41 NHW-19
2682202.61 383912.85 NHW-20
2682212.23 383915.81 NHW-21
2682244.22 383893.52 NHW-22
2682250.84 383877.12 NHW-23
2682275.21 383880.51 NHW-24
2682289.77 383855.33 NHW-25
2682305.98 383832.95 NHW-26
2682305.86 383806.39 NHW-27
2682322.67 383794.25 NHW-28
2682341.12 383773.07 NHW-29
2682373.51 383751.71 NHW-30
2682383.96 383737.10 NHW-31
2682405.80 383726.13 NHW-32
2682443.67 383716.95 NHW-33
2682478.82 383704.78 NHW-34
2682506.47 383697.12 NHW-35
2682506.07 383679.72 NHW-36
2682532.60 383671.46 NHW-37
2682535.88 383660.50 NHW-38
2682558.54 383641.00 NHW-39
2682595.66 383640.60 NHW-40
2682638.48 383701.82 NHW-41
2682619.02 383724.41 NHW-42
2682612.48 383735.33 NHW-43
2682620.72 383753.83 NHW-44
2682610.28 383778.92 NHW-45
Page 1
r\\? TO
1457_ NHW_Mill Landing_NAD83
2682606.91 383805.04 NHW-46
2682623.39 383910.16 NHW-47
2682637.46 383956.95 NHW-48
2682665.11 383981.31 NHW-49
2682658.19 384007.54 NHW-50
2682669.35 384044.30 NHW-51
2682675.02 384065.49 NHW-52
2682691.57 384064.59 NHW-53
2682705.34 384080.88 NHW-54
2682711.89 384102.14 NHW-55
2682695.91 384145.13 NHW-56
2682703.06 384168.88 NHW-57
2682708.03 384175.32 NHW-58
2682716.68 384184.14 NHW-59
2682727.19 384195.69 NHW-60
2682719.60 384199.14 NHW-61
2682737.64 384221.23 NHW-62
2682719.12 384228.79 NHW-63
2682732.04 384237.67 NHW-64
2682728.61 384266.78 NHW-65
2682726.34 384285.60 NHW-66
i
1 4 1
1
I AIM 2 3 2008
DIVISION OF
,(JASTAL. IMANAGEMENT
Page 2
1457_UM-COE_Mill Landing_NAD83
X-coord Y-coord ID
2682231.602 383452.718 A-1/UM-1
2682244.367 383488.384 A-2/UM-2
2682246.266 383510.671 A-3/UM-3
2682231.946 383541.197 A-4/UM-4
2682229.916 383554.592 A-5/UM-5
2682249.226 383568.071 A-6/UM-6
2682273.556 383557.29 A-7/UM-7
2682304.576 383544.453 A-8/UM-8
2682324.583 383549.674 A-9/UM-9
2682340.734 383568.165 A-10/UM-10
2682327.383 383606.905 A-11/UM-11
2682319.334 383640.745 A-121UM-12
2682299.912 383672.15 A-13/UM-13
2682286.97 383699.635 A-14/UM-14
2682255.396 383732.637 A-15/UM-15
2682229.917 383738.657 A-16/UM-16
2682232.088 383755.086 A-17/UM-17
2682244.507 383786.342 A-18/UM-18
2682225.456 383818.64 A-19/UM-19
2682203.842 383843.131 A-20/UM-20
2682188.973 383836.546 A-21 /U M-21
2682174.178 383830.348 A-22/UM-22
2682159.975 383815.403 A-23
2682126.337 383798.29 A-24
2682082.735 383786.363 A-25
2682053.853 383770.298 A-26
2682049.978 383791.393 A-27
2682080.035 383801.617 A-28
2682116.331 383818.299 A-29
2682154.169 383846.923 A-30
2682172.655 383860.347 A-31/UM-23
2682182.266 383882.499 A-32/UM-24
2682191.569 383903.581 A-33/UM-25
2682179.857 383919.606 A-34/UM-26
2682163.012 383923.043 UM-27
2682139.228 383930.102 A-35
2682126.883 383947.701 A-36
2682102.551 383930.514 A-37
2682080.831 383929.711 A-38
2682049.925 383918.091 A-39
2682009.707 383928.46 A-40
2681981.276 383933.626 A-41
2681966.347 383939.442 A-42
2682014.569 383938.971 A-43
2682045.891 383937.107 A-44
Page 1
OIF
1457_UM-COE Mill Landing_NAD83
2682078.736 383957.131 A-45
2682115.091 383975.092 A-46
2682126.566 383992.021 A-47
2682128.72 384017.618 A-48
2682143.014 384011.655 A-49
2682154.689 383978.276 A-50
2682175.405 383954.333 A-51/UM-29
2682167.781 383937.286 UM-28
2682205.061 383948.997 A-52/UM-30
2682226.059 383961.091 A-53/UM-31
2682223.48 383992.219 A-54
2682225.287 384032.21 A-55
2682234.18 384046.061 A-56
2682243.655 384035.137 A-57
2682243.935 383988.853 A-58
2682244.38 383954.499 A-59/UM-32
2682239.352 383936.167 A-60/UM-33
2682240.293 383914.688 A-61/UM-34
2682260.417 383898.126 A-62/UM-35
2682278.005 383887.872 A-63/UM-36
2682288.741 383854.533 A-64/UM-37
2682306.806 383835.976 A-65/UM-38
2682349.62 383788.42 A-66/UM-39
2682366.609 383774.34 A-67/UM-40
2682397.698 383759.291 A-68/UM-41
2682426.306 383737.409 A-69/UM-42
2682449.887 383736.761 A-70/UM-43
2682481.929 383736.666 A-71/UM-44
2682541.916 383703.3 A-72/UM-45
2682556.671 383683.805 A-73/UM-46
2682579.469 383671.426 A-74/UM-47
2682610.259 383699.912 A-75/UM-48
2682609.588 383732.432 A-76/UM-49
2682601.348 383780.288 A-77/UM-50
2682604.673 383804.042 A-78/UM-51
2682610.973 383876.602 A-79/UM-52
2682625.23 383930.585 A-80/UM-53
2682631.25 383970.236 A-81/UM-54
2682621.989 384002.034 A-82/UM-55
2682633.216 384013.727 A-83/UM-56
2682642.244 384037.191 A-84/UM-57
2682662.853 384068.848 A-85/UM-58
2682649.104 384101.564 A-86/UM-59
2682647.653 384120.672 A-87/UM-60
2682668.716 384145.399 A-88/UM-61
2682681.97 384174.674 A-89/UM-62
Page 2
I PR 2'008 s;
?., rR..` F .. ?.. M AN AG E IAA E N .
1457_UM-COE Mill Landing_NAD83
2682648.701 384200.707 A-90/UM-63
2682646.319 384225.731 A-91/UM-64
2682656.497 384247.916 A-92/UM-65
2682685.106 384247.506 A-93/UM-66
2682715.611 384257.976 A-94/UM-67
2682725.557 384283.183 A-95/UM-68
?h1 IkIFIR C /`10 9
l?l`Ji l? l`1 OF
Page 3