20110748 Ver 1_CAMA Application_20110815

Beverly Eaves Perdue
Governor
August 9, 2011
201
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
MEMORANDUM:
Karen Higgins
TO: Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
10748
Dee Freeman
Secretary
Rcogad[qD
AUG 1 5 2011
X_W- VArER WALm
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SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Phillip Golden
Project Location: Carteret County, at 191, 203, and 209 Old Carteret Rd., adjacent Tusk Creek,
Smyrna.
Proposed Project: Proposes to construct a 10-slip docking facility with storage shed. The site will
also consist of a boat ramp with no upland development proposed.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
August 29, 2011. If you have any questions regarding the proposed project, please contact, Barry Guthrie,
Permit officer 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
400 Commerce Ave., Morehead City, NC 28557 One
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net NorthCarroliina
An Equal Opportunity 1 Affirmative Action Employer Aahlrallil,

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Phillip Golden
2. LOCATION OF PROJECT SITE: 191, 203, and 209 Old Carteret Road, adjacent Tusk
Creek, Smyrna, Carteret County
Photo Index - 2006: 54-8381 grid (Q 13) 2000: 54-649 grid (Q 14)
State Plane Coordinates - X: 2746782.72 Y: 371395.51 Rover # JJ022210A
LAT 34°44.691 LON 76°30.826
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/22/10, 4/22/11
Was Applicant Present -Yes, Yes
5. PROCESSING PROCEDURE: Application Received - 5111/11
Cc -7/25/11
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - None proposed
(F) Type of Structures: Existing - Rip-rap and derelict fish house with pier
Planned - 10-slip docking facility with storage building
associated with pier and boat ramp
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shallow Bottom N/A N/A
1,730 ft2 shading
(B) Open Water N/A N/A 4,950 ftz Incorp.
(C) High Ground N/A 615 ft2 292 ft2
grading(ramp)
(D) Vegetated Wetlands N/A N/A N/A
(D) Total Area Disturbed: 2,637 ft2
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to construct a 10-slip docking facility
with storage shed, located on Tusk Creek in Smyrna. The site would also consist of a boat
ramp with no upland development proposed.

9. NARRATIVE DESCRIPTION:
The Phillip Golden project is located at 191, 203, and 209 Old Carteret Road in Smyrna,
Carteret County. The project site is found by traveling on Hwy. 70E into Smyrna. Turn
south(right) onto Marshallberg Road and travel 1.2 miles and turn east(left) onto Old Carteret
Road. The project site is located at the terminus of Old Carteret Road.
The subject properties total 1.03 acres and average +3' in elevation above NHW. The
parcels are cleared and maintained; vegetation consists of native grasses and pines. There is
a single family home onsite is scheduled to be demolished as of the date the application.
Presently, the shoreline is stabilized by rip-rap above the NHW edge of the shoreline. The
shoreline, waterward of the rip-rap, consists of approximately 50' of Spartina alterniflora.
Tusk Creek is approximately 600' across at this location and the subject property has a
shoreline of approximately 220'. There are two shellfish leases located to the north of the
proposed project site at a distance of approximately 650'. Water depths at location of the
proposed slips are -2.7' NLW and connect to a channel with maintained depths at -2.7'
NLW. The location was formerly a commercial fishing facility used to offload seafood. The
water depths immediately adjacent the proposed pier and the connecting channel have been
maintained by maintenance excavation general permits. The substrate at the location of the
docking facility is silt. There are presently residential piers on both sides of the proposed
facility, at distances of approximately 200' to the north and 375' to the south.
The Division of Water Quality classifies this area of Tusk Creek as SA-ORW. This area is
also classified as a Primary Nursery Area by the Division of Marine Fisheries. The Carteret
County LUP Classification for this project is Conservation. This portion of Tusk Creek is
open to harvesting of shellfish.
10. PROJECT DESCRIPTION:
The applicant is proposing to construct a 155' X 6' docking facility to accommodate 10-slips.
A "L" shaped platform is proposed on the waterward end of the walkway dimensioned at 20'
x 6'. Total length for the facility would be 160' as measured from the NHW line. Four 25' x
2.5' finger piers would be utilized to gain access to the boat slips. The proposed facility
would be in the footprint of a previously existing commercial fishing dock and fish offloading
house. The bottom had been disturbed for many years and the area was maintained via
CAMA General Permit in 2011 to a depth of -2.7' NLW. All proposed slips would be located
at a depth of -2.7' NLW. At the closest location, Slip #1 would be located approximately 10'
from the closest extent of coastal wetlands and 25' waterward of the NHW contour.
Immediately waterward the NHW line would be a 30' x 15' deck. This deck would connect
to a 24' x 16' storage building to be used by slip holders. All portions of the storage building
would be located above NHW. The access walkway would extend approximately 30' above
NHW. A concrete boat ramp is also proposed on the south side of the property. Total
dimensions for the ramp would be 58' x 10'. As proposed, the ramp would extend 30' below
the NHW contour. Construction of the ramp would require approximately 22 yd3 of silty
shallow bottom to be removed from below NHW. Above NHW 292 ft2 of highground
disturbance would occur. Highground disturbance would consist of the spoil location. The

spoil location is proposed at 105' x 85' and located a distance of approximately 220' landward
of the NHW line. The most inshore slip would be located approximately 25' offshore of the
waterward edge of the marsh. The offshore slip would be located 150' waterward of the
NHW line. The project is within the property owner's riparian corridor and is a distance of
approximately 1' from the I.J. Won 15' Riparian Setback. The facility would be for vessels of
various sizes, from 14' to 20' in length. The dock would utilize 11 mooring pilings
throughout the facility.
11. ANTICIPATED IMPACTS:
The proposed docking facility would result in 4,950 ft2 of open water being incorporated
and 1,730 ft2 of shallow bottom shading impacts. The 4,950 ft2 would be a loss of Public
Trust Area and Estuarine Waters, but the area has historically served as a commercial
fishing operation, therefore any impacts would not be considered new impacts. The facility
would utilize 570 ft2 of slatted platform below NHW with a 384 ft2 storage building
connected to the facility and immediately above NHW. The project site consists of
approximately 220' of shoreline. The docking facility would provide mooring for 10
vessels. All ten slips would be located in waters averaging approximately -2.7' NLW. The
area maintained at -2.7'NLW connects to a historical channel which runs from Tusk Creek
outward to Core Sound. This channel averages 20' in width and approximately -2.7' NLW.
An increase in turbidity will occur while setting pilings. The waters surrounding the
structure are open to shellfish harvesting. No coastal marsh would be filled or excavated
during this project. No SAVs were observed at the times of site visits.

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^ f'r
190 UP -1
APPLICATION for
Major Development Permit t
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
N/A Golden Landing
Applicant 1: First Name MI Last Name
Phillip E Golden
Applicant 2: First Name MI Last Name
Patricia A Tester
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
381 Gillikin Rd Beaufort NC
ZIP Country Phone No. FAX No.
28516 Carteret (USA) 252 - 728 - 4537 ext. - -
Street Address (if different from above) City State ZIP
Same _
Email
[e-mail]
2. Agent/Contractor Information
Business Name
N/A
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 State ZIP
Email
t
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
c% 114
3. Project Location
County (can be multiple) Street Address
3 j(:?d ivifii) ?::1 IT y State Rd. #
Carteret 191, 203, 209 Old Carteret Road SR 1400
Subdivision Name City State Zip
Lucille C. Golden Tract Smyrna NC 28579-
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. 191, 203, 209, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Tusk 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 Core Sound
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.)
220 44,929.83 sf (1.03 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
12,953, 31,270.83, 706, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 3.1' - 4' ®NHW or ?NWL
e. Vegetation on tract
Lawn, High Marsh, Low Marsh
f. Man-made features and uses now on tract
Fish House, Parking, Boat Ramp, Pier and Dock remnants, 1 Single Family Home (due to be demolished), 2nd Pier and
Dock
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
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. 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>
Form DCM MP-1 (Page 3 of 4)

i ' 'j f "!
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.
Septic
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial []Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Small club for community use - boat dockage with adjacent gear storage, boat ramp.
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.
Demolition, standard pile driving equipment, grader, back hoe.
d. List all development activities you propose.
Redevelopment and reduction of existing fish house (impervious surfaces reduced by 29%, building sf reduced by 86%) to
gear storage building and deck; Pier and dock redevelopment from 10 slips to 10 slips; Boat ramp redevelopment slightly
north of current position to avoid loss of marsh.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance
J. What is the approximate total disturbed land area resulting from the proposed project? 851.19 ®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.
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 UNA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.

<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
RIKYAPPLICATION for
Major Development Permit
i
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted ip}d?4 i?3C1>t5plication
package to be complete. Items (a) - (0 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 I.J. and Susan Won Phone No. 919 833 7586
Address 319 Morrison Avenue, Raleigh, NC 27608
Name C.W. and Lois Beckwith Phone No. 252 728 6101
Address 199 Old Carteret Road, Smyrna NC 28579
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.
GP 57061 to Phillip Golden, 7 January 2011
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 1 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 10 July 2011 Print Name -Phillip Golden, Patricia Tester
Signature IV4, `?r1
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

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 58
Width 10
Avg. Existing
Depth 0 NA NA
Final Project
Depth -27 NA NA
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. Silt
22
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
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:
d. High-ground excavation in cubic yards.
292 sf
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Existing onsite spoil disposal area 105'x 85'
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
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
?WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Only spoil generated will be installation of boat ramp
f. (i) Does the disposal include any area in the water?
?Yes ONo ?NA
(ii) If yes, how much water area is affected?
N/A
N
3. SHORELINE STABILIZATION ®This section not applicANe
(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:
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.
g. Number of square feet of fill to be placed below water level. h. Type of fill material. i2ECI?%
Bulkhead backfill Riprap
Breakwater/Sill Other
?10?9
10
i. Source of fill material. • l - f.
DCM-MHD Ct J'V
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill ?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Diked spoil area and silt fencing Backhoe, excivator
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ®No ?NA site? ?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
N/A
10 July 2011 Phillip Golden, Patricia Tester
Date Applicant Name
Golden Landing
Applicant Signature
Project Name
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)

Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 3
Redevelopment of Fish House, Boat Ramp Approach
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
No residential. One community building on 1.03 acres 851.18 ft sq
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Concrete ramp. (Parking area is unimproved recently
activity begins. graded spoil area)
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No ONA
(ii) If yes, list the date submitted:
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.
13.17% (from 16.98%)
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 ONA
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.
13.17%
Describe proposed method of sewage disposal
No new system
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 - 29% reduction of existing.
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
r
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Use existing system
o. When was the lot(s) platted and recorded?
1976
n. (i) Will water be impounded? ?Yes ONO ?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
10 July 2011
RECEIVED
Date
Golden Landing
Project Name
Phillip Golden, Patricia Tester
JCM-MIID CITY
Applicant N??a}}mm?e
?yt.?=C? ? ??`?'??'l'-.-cam
Applicant Signature
i': r._._
i ii
-?
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 ?PublictGovernment OPrivate/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 135'
(iv) Width 6'
(v) Floating ?Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 20'
(iv) Width 6'
(v) Floating ?Yes ONo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
8+2 (2 docks)
Total Number Slips Proposed - 10
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:
Dredging recently accomplished under GP 57061
k. Typical boat length: 14'-20'
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
11
[]This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ®No
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
4
25'
2.5'
?Yes ENo
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: 10
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
Storage facility for boaters in location of ex. fish house.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open, runabouts
1. (i) Will the facility be open to the general public?
?Yes ®No

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: ; Location: N/A
? Showers
? Boatholding tank pumpout; Give type and location: N/A 'tE( f,?':r z3
b. Describe treatment type and disposal location for all sanitary wastewater. U L I
N/A
c. Describe the disposal of solid waste, fish offal and trash.
Waste container on deck
d. How will overboard discharge of sewage from boats be controlled?
Closed head policy
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at facility entrance; 1 on L-Head platform.
(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.
No vessel maintenance allowed.
g. Where will residue from vessel maintenance be disposed of?
No vessel maintenance allowed.
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.
None available
j. What will be the marina policy on overnight and live-aboard dockage?
None allowed - vessel size limited by water depth.
k. Describe design measures that promote boat basin flushing?
None - shallow water basin with tidal flushing.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
No marina.
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ?No

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
UYes [:]No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. 3t i-:"vAC j %
®CW 12,000 ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? MYes ` Jo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
n+;-gun 10 -A `'1Ci3C RI„SF C-fi• ( mt: •1i ?3? \e 4? , rj?c?? t;;Cit;°
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.
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
Note: This should be measured from marsh edge, if present
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL

a. , Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15' to South; >60' to North >500'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
>600'
d. Water depth at waterward end of structure at NLW or NWL
-2.7'
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 ?This section not applicable
a. Give complete description:
844 sf of access and deck around proposed building, 247 sf of which will be above nhw. 384 sf one-story building, all of which
will be above nhw.
VID hol
Date
Golden Landing 1
Project Name /
Phillip Golden, Patricia Tester
Applicant Name
RECEIVED
.JUL. 12 Z011
DCM-11411D CITY
Applicant Signature

11 " -- -- -V"
i r

RI EC, .I'll, 13:
i i f'!-

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r ;
BOAT) RAMP
o1 a? IA
58. O J
1 0? 0?
D Y,

I
12 ?I 0 Qom,
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RECEIVED

i?CM-NIHD CITY
N
OAD NOTES: ~S R SHADY LANDING LANE
1RA~ 5 - 1.) THIS MAP IS NOT FOR RECORDING.
° AR A Y R T . a 2 E B C00 O]NA ES
~ 3.) TOTAL TRACT AREA WITH N = 1. I BOLD LINES 03 ACRES
4.) NO UTILITIES ORIVEWAYS,BUILDINGS OR IMPROVEMENTS LOCATED OR SHOWN OTHER THAN PORTION OF FISH HOUSE
m 5.) THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND. J OLD CARTERET ROAD SITE
Q 6.) NO REFERENCE FURNISHED ON OLD CARTERET ROAD. WIDTH ASSUMED
~ 7.) WATER CLASIFICATION - ORW ,
~ 8.) THIS PROJECT SUBJECT TO 575 AEC Q
~ 9.) BASIN AND CHANNEL CONFIRMED FROM GOGGLE EARTH
VICINITY MAP N.T.S,
SITE DATA
TOTAL AREA ABOVE NHW = 1.03 ACRES OR 44,929.83 S.F. EXISTING IMPERVIOUS ABOVE NHW - 7,628 S.F
HOUSE = 1027 SF
F I SH HOUSE = 891 SF
PORCH = 197 SF
GRAVEL = 3703 SF
CONCRETE = 1255 SF ~
BURIED CONCRETE = 555 SF
% I MPERV I OUS ABOVE NHW = 16.98yo ~;UG ~ ~ T
% IMPERVIOUS WITHIN BUFFER - 2.66% s~~~-)~ ~
CONCRETE = 275 SF
BURIED CONCRETE = 30 SF
FISH HOUSE = 891 SF
TOTAL IMPERVIOUS WITHIN BUFFER = 1196 SF
I N/F C. W. BECKW[TH ~ D.H. 454 PG 89
N/F BEE.INDA K. WILL IfORD I ~
D.B. 454 PG 89 I NCPIN# 734704612612
NCPIN# 734704612308 i MARSH LINE y~~ ~ y~
s ~~y~~ I
i ~~~~W
i ~~~w~~~~~~~
I ~~~~~~~~W~~~~W~~~~v~~~~ ' yt Jolt .a'[. Wei[ W~L aiG W~ ' ~ ~ ~ S'[ ]L ~C Je rev
v ~~[~y~~J[~~LY'~]~C~J~~L~ ~WJr~~lt~~~t - _ _ _ _ ytvY~4~yt W~~:1C~~LJ[~~IC~~Y~C~JC~W~IG~:1G~~L~!. I - 0
~ 107.95 18.44 ,~y~~~~~~.~~,~~.~~~~~.~,~~~~y~~~~~.~~ v,~it~y[~Wae~~IC~W~L'~~Ie~WJt~~le W~~~Ie~~L~t~ MatE~y -3.00 613 Fj Mt01x ~
1 S86° 44' S86° 44' 27 "E ~~y~ ~y ~ ~W~~ i 27 E 192.87 y.,~~WU~~~w~v~~~Y..~~.~~~.,~~~.Y 6
E S86° ~ ~,y[~v~Ic~~It~W~~aIG~~L12~~it~~LY~~G~Wa~t~JGy Wyc~~~W~Ie~ EXIST. -2.700
~ ' fie. Jim ~ y~ vile ~e y~ .Je y~ ~ vile y. DOCK
\ W~It ~ W~ ~ y Wyc a1[~. yc ~Lyt alc ~.~i[ ~ y~L ~It y~lt I y~ ~ ~Je ~ ~ yt Wile SIC .py~ Wit+1± 'Lyt ~I<'~V~t TO BE REMOVED
ale aye ye. .yc ~ ye ~ ~ ~ yc SIC ye ye pit I EXISTING R 1 PRAP ~W y ~,~~;~Y~~'~~~~W~~ ~,y~;~~,~~~~ W ~ 0 ~ ~ DREDG[NG ACCOMPLISHED
I AND GRADING PROJECT ~ ) ~"~~:~'~~`~~`~~'~`~'~~""~`~~`~W~` i GENERAL PERM1 T 57061 Yy~~~~~~~~~y~~ ~~`Y~`~W~`~~`~y~`~~` W'~ WIC SIG Wyt y[ ~LS'G ~L.~it 1! W UNDER GP 57061
.ilt yC ]L .~Jt ~l[ ~.~L yt .~It I W~ ye y~~It wJc y~ ~ W~<~I~ v~ 'I Q Y SIG ]L SIC yG ]L ]L .)G - _ C -zJOo 9`~~~~`RlPgRfgN trNE'`
' EX ]STING DREDGE ~ W~y~~~ ~ ,~~~,~~w W~,~~~W" ~ Il ~ z D [ SPOSAL AREA ` ,y~~~
o ~ I (W 1 T H 3 :1 SIDE _ y~l[~ ~ fey.~Ir~~r~y~r~~IC~~L.Je~~It~~L~~~e~v~e ° ` o
I O ~ N SLOPES AND A DEPTH W~ ~ ~ ~ ~ ~ y~Y~ W~ ~ W~ ~ W~ rs I N/F PH I LC I P GOLDEN ~ ~ z ~ 0
N m OF 4 WITh SILT ` a ~y yY y~ Y~ y~ ~e Je. ~.~il ~L.ii~~ye~yJe~~VC~~Ly[~a1t~~L.~lt~ y ~ 0. B. 1177 PG 128 FENCE THIS AREA ~ , ~ ~ ~ ~y ~ ~Y ~ v~ ~ is SETBACK,, -2.70
NCPIN# 734704613316 ~ ro ~ i ~ ~ W~ ~ W~ ~ W~ ~ W~ I W[LL HOLD 1675 YARDS) a 1, CONC. ~ ~ ~ ~ ~
~ GENERAL PERMIT 57061 PORCH I ~y ~Y ~ .w o ~~~y~~~~~~~~~~~~~~~~.w
I ~a 191 S0. FT. ~x~Y~~~~~Y~~~,~ ~ ~u ~ ~ y~~~ ~ Wy, ~ y~ ~ ~ ~ o ~ ~ ~ x~ ~ W~]IL .]IG ~iG SIC, ~/Y ile W]IG ~Jt ~
I N/F PH I Ll I P GOLDEN ~ `Cn o ~`~y ~ ~~`~y ~~`~''"'`v ~~.~~~..v_,~~.~.~~ EXIST. PILE EDGE flf 8AS IN _2,70
I D.B. 804 PG 579 m ~ y~ * PILE ~y y~~y ~ ~ : ~ y~ ~ DOCK ' ~ ~ PILE DI I NCPIN# 734704614337v ~ y~~~ ~ -E DEPTHS AT NLW (TYP.) 0
I ® ~Yy v.11L~:~L~~LJ[~S~G~Y4 SLY VY~]C~~L]~Cy]G~'YY -2.70 0 -2.70 0
i ' ~ y~ ~ ~ ~.-'SICK ~ ~ ~ y' -2.70 I ~:W ~ ~~~]G~SC~YV Y~]~GW~]iG 5GV 0 5 r. ~
BURIED Wy ~'Y~~'y~W~~ ° GRAVEL ~ ~ ~ ~ C PILE
3 ~ 703 S0. F T CONCRETE y~ ~ (555 S0. F T. I ~ ~ -z.7® 2Q 1 1 074
- - ~ ~x q - .70 107,81 0 ~ 4
15.03 3 15.01 S87 04 55 E 107.91
N00° 50` 54 "W S87° 04' " N00 42 05 W 2 -2,7& 55 E CONCRETE = 1,255 S0. FT 1 0 2,00 7® DREDGING ACCOMPLISHED
OLD CA O.O.T. MA _ j 2'70 PILE RTERET ROAD S.R. 1400 ~ PILES ® PILE 0 UNDER GP 57061
ENDS HERE 30 PUBLIC RIGHT PER CONVERSATION J - OF WAY(SEE NOTE #6) WITH REX MCI(ENZIE RAV R V -2J0 -2.70 -2.70 °
_ 1 /10 I G EL D I E 0
ON 10/ 9 I 207.65 -2J0o o o ~2J0 0 -2.70 -2.700 0 ~UIr u 'v,~
p -2J0 o a C m. _ 2 700 EDGE OF BASIN
- -2.70 -2,70° o ~ - - o -2.70
~ CONCRETE _ ~~~~w~ ' ~~~~y~ Y~~~~
_ R! 1049.10 _ F ~ ~ ~ .~x. P N/ I J . WON ~ ~ ~ ~ u ~ y ~ AR ~RlPgR1AN t1NE.,_, APPROX. CHANNEL
N88 34 04 W ` - _ _ _ _ - OR ~ ~ ,.~Y ~ ~y ~ 1 AN l t _ _ 1GINA 0.8. 1095 PG, 144 ~ ~ ~~`~v~
_ lOEN PROP NCP]N# 734704601734 ~y~~~~~~~~~~,~ ~ ~~y~~~~y.Y~.~ ~Y~y y~ ` EDGE EXCAVATED CCRCA ` _ 2002. JAMES DAV15 PERMfT
EF ERTY ZINE y~ ~ ~x H N N T R L 1 NE R - - - - - - - l~ _u ~ ~ OLE I CE E ERENCE - _ _ ~ ~ ~ ~ ~ COASTAL ~ ~ ~x ~W~~~ ~ w~ ~~yx ~
INTERSECTION OF OLD FARING _ _ 539. q7 ~ ~ ~ u: ~ ~ ~ ~ ~ ~ ~ ~L.11e ~Ie Wslei SIG Va4. ~t yyc ~eyJ SIG SIG ~Nt .y[ ~Va~c AIL ~L.~ie yv~tyye W N84°00' WETLANDS x CARTERET. ROAD d 00 W ~~<~~~*~,.,~~~~~...',,.~.~~~,~;~y ~..~Y.',~,~ _ _ SIC ~L~ ~ yJc ~j[ile ~Ie W.~ ~ Jnie ~ y~ ye, yx
_ - - _ _ W ~le~yye'~~ yak'~~r'~~~~~'cu'J~s~e~~~V.~e'Yx'~y~le~~2~y~it~yc~ v.Je~~L~y MARSHALLBERG ROAD - _ ~ ~ y ~ ~ ~ x ~ ~ ~ ~ ~ ~ ~ y - _ .ilt ~It yyt ~Ie Jiy[ Jr~c :1c .Jc ~4. ~L yYt y~ yG ~L~ .Uc W ' sit W
~It~ile~yJt~~le~~t^J/~~l[~~L~t~~e~~~Jt~'~Ie~Ji~'e x J~~l•~~e~J~~t~~L~v~~'t'[~W. _ ~t yt ~ ~It ~It a{e ~ ye ' ale. pit ilt ~ ~ y[ Y . - _ _ _ ale Le yJ~ ale ~L.~e ~ W~ J.~ ~e ~L~e~s'e J~~e .fie y~ ~~'vieY~e~y
~aL'~'~L~t~~lt~yJt~~ie~'L~t~~It~WJ~c~l~~L.v[ ~~L~!<~.~Je~J~~k~~e v~le~.~1e~W _ ~Lalt ~ Wat, ~I~ WJe ' yc ~L.ile ~e J~~te alt Wye ye vats ~'e Y~
~y~~~~ ~~~~~~~y~~~~~~~y~~~~~Y: ~ ~Ie Jim .,le y~ ~ J.~e' 9t °L1, ak `~~le yJe ~ `~'-,'tve y'e
ye ~~Ie~vie ~iey`~~'k 'tiy~iey`yed`~~~~'Q~-~"ve~~ d`' TUSK CREEK
N/F I . J . WON E I p EIP
REVISIONS:
S~ T E ®A T A D.B. 1095 PG. 144 NCPIN# 734704601734 Na BY DATE DE5CR/PTIpN
1 EGC 6/10/tl REVIEW CD~IMENf
EXISTING NUMBER SLIPS = 8 + 2
TOTAL SLIPS = 10
LEE
AEC AREA ENVIRONMENTAL CONCERN CLR CLEARANCE EXISTING CONDIT]ON5
N/F NOW OR FORMERLY
NHW NORMAL H~GHWWATER ]L ]E ~e Y
PP POWER POLE
R/W RIGHT OF WAY
SF SQUARE FEET MARSHALLBERG TOWNSHIP - CARTERET COUNTY - NORTH CAROLINA W/IN WITHIN CLIENT: PHILLIP E. GOLDEN DESIGNED:.
WETLANDS PATRICIA A. TESTER OWG
ADDRESS: 381 GILL[KIN ROAD ORAWN: ``®ntrrrrrr®'
+ -7.00 EXISTING WATER DEPTH (NLW ) ®®~e®~~ CARQ~® BEAUFORT, NC 28516 OWG
30 15 0 30 60 EXISTING STRUCTURE ®®2a~oFESS'® ~9 PHONE: CHECKED:
PROPOSED STRUCTURE ~ ®a~ A~•eo ~ RDC
W4= TTT 1-1 AEC LINE ® 1A 5TR U ENGINEERING, .A. APPROVED:
SCALE: 1 = 30 DEMOLITION ;gyp°®•F E~° 151A HIGHWAY 24 RDC •.,NGINti ~o MOREHEAD CITY, N.C. 28557 DATE:
SHEET #1 OF 2 ®®0®,gL O D. GVa® 2l 47-7479 2/25/11
PROJECT PM1449-1
DESIGN FILE PM1449-1-MAJOR CAMA.DGN F EXISTING RIP RAP f- SCALE: FEC&ALD D. CULL HER P.E. 1 = 30'

N NOTESe
1.) THIS MAP IS NOT FOR RECORDING.
Raa° ~S SHADY LANDING LANE 2.) AREA BY COORDINATES.
~~p~ 3.) TOTAL TRACT AREA WITHIN BOLD LINES = 1.03 ACRES.
~o.aa
a 4.) NO UTILITIES, DRIVEWAYS, BUILDINGS OR IMPROVEMENTS LOCATED OR SHOWN OTHER THAN PORTION OF FISH HOUSE 2 x 6 DECKING
o Y 5 ) THIS SURVE IS OF AN EXISTING PARCEL OR PARCELS OF LAND. a , STRINGERS 6'
~ 6.) NO REFERENCE FURNISHED ON OLD CARTERET ROAD° WIDTH ASSUMED ; CONCRETE EL. +4.0'
~ 7.) WATER CLASIFICATION - ORW w , BOAT RAMP
m ARTERET ROAD 8.) THIS PROJECT SUBJECT TO 575 AEC (NOT SHOWN ON MAP) o •
OLD C SITE 9.) BASIN AND CHANNEL CONFIRMED FROM GOOGLE EARTH a . o ~ ~
v 10.) FLOOD ZONE - AE(7) -MAP NUMBER 3720734600) -EFFECTIVE DATE 7/16/03 " ~ N.H.w. i i r r r i i i r r i r~
EXISTING FISH HOUSE FLOOR ELEVATION = 5.3'
a
.
W LL TREATED °
LL m BOAT RAMP SECTION AA TIMBER PILES N.L.W.
VICINITY MAP N®T. S. LL SCALE: NT$
W Z LL
m I
r a
24Xi6 FT BLDG LL ~ o x M Z x z
I PRIVATE DOCK-TYPICAL SECTION
X. DECKING DOCK GRADE SITE DATA NTS
- FF EL. i.l - NLwEL.3.~ TOTAL AREA ABOVE NHW = 1.03 ACRES OR 44,929.83 S.F.
EXISTING IMPERVIOUS ABOVE NHW = 5,917.63 S.F.
NLW EL. 0.0 ~ ~ ~ / NLw EL. 0.0
~ , a. ~ . ~ _ `r~~• a> j 1 EL. -z.T BUILDING 112.66 S.F
~~~iii~. ~~~~~r~.m~'/, ~ ~\r ~ ~ BOAT RAMP = 291.97 SF
GRAVEL - 3703 SF
CONCRETE = 1255 SF BURIED CONCRETE =.555 SF
I
BOAT HOUSE SECTION BB T MP TON ~ I BOA RA SEC I ~ECTION AA PROPOSED % IMPERVIOUS ABOVE NHW = 13.17% PROPOSED % IMPERVIOUS WITHIN BUFFER = 1.587"
I SCALE: NTS SCALE: NTS I
I I BOAT RAMP = 291®97 SF
I BUILDING = 112.66 SF
I, I N/F C. W. BECKWITH BURIED CONCRETE = 30 SF
I D.B. 454 PG 89 N/F BELINDA K. WILLIFORD i CONCRETE = 275 SF
.454 PG 89 I NCPIN# 734704612612 D.B I
F .MARSH LINE NCPIN# 734704612309 1 ~ I DISTURBANCE ABOVE NHW = 851.19 S.F
I BOAT RAMP = 291.97 SF
I I I ~ BUILDING = 112.66 SF
I ~~~y ~~~yY~~y~~~ DECK = 446.56 SF SPOILS = 615 SF
yL~`Y]IL~yL `Y~~]e~WY yLY `UyL~~ ~~yG~y]I[~~lc~`Y]IG~~IG~~Y]~C~~IG~ `Lyc~SIL~ ~L
.Ly~yt~~y~yt~~LJt~y~veyc~alc~W ~yt~y~ _ _ _ _ _ _ _ _ _ . ~y~~y<~~y/~y<~W~. yt~'vJG~1'~W~IG~`.Y~W~IC ° TOTAL AREA OF PROPOSED IMPROVEMENTS = 1,905.41 S.F.
i07.g5 18.44 ye yyeY' •Yyt ale yye yep ~.ye Wye ~Lyc
I S86° 4 S86° 44' 27 "E r~~y<~~~~y<~~: I 4 27 E set "A'Eas~y -3'00 BOAT RAMP = 580 SF 6''``m~~ BUILDING = 384 SF
192.7 y'<~wy~~~y~~y~~~ , S86 44 yeye~"~`.:y~`~ye~ye~yye~yrYyy<~,'<~~y<~y<~~ye~~~~y< -2.70 0
I 27 E I ~ yy~ ye .vim yr wyc ye ..yr_ yc ~y< yr yr ~y~`y= ~ ~y< y< ~y< y< y~ ye ~ DECK PROPOSED :
SILT FENCE ~ Y~ I ` y yy< ~ yam. ~ W , ~vwr yc ~Lyc ~Yyc yc w~ ~ W~ PLATFORM = 62.0 SF
0 Wx y/. •L y ~ y y~YJe alt Lye ye ~bs't W~Ie ~W~~~~~~ I yt yr. ye ' yIG ile ye y< y< ~ ~ ~ ~ FINGER PIERS = 250 SF
I ° yC~ uy`yG~ yc ycy~]IC yc ~IG~iI[,L ~~i[~W~L~ ViyG~S~+lt~]F[ Ji ~ - I ~ _ TOTAL = 870
1 SITE ~ ~ ~ W~ ~ yy~ ~ ~y;~y~;~yye~~,~~,~,~ ~Y~~ I ° ~ w~ ~ ~ wee-s~.. ~ ~y ~ ~ d SLIPS RE-LOCATE[
I ~ ~~~~y~~~~y~~~~.~~~.~~~~~.~~~~~~,~~ _ - TD MAIN DOCK ISMAINLDOCKEO _„~,P~PARrgN C 2J®° DECK ALLOWED (8 SF PER FT SHORELINE
z GRADED UNDER ` ~ ~~,~,~~,~.1-~,~~,~~,~,~ _ ~~F-__ NHW LENGTH 225 FT
G P 5 061 ~ ~ ~ I ro FOR PARKING _ ~ _ DECK ALLOWED= 1800 SF
N ~ ~ ~ ~ ~ ~ w ~ ~ ~ I N/F PHILLIP GOLDEN ~ z W~;~ ~~~~~~~~~~~~Y~~~~~~ i D.B. 1177 PG 128 ~ ~ 11 TIE PILES
I NCP 1 N# 734704613316 ~ w ~ ro t Wy<~y<~ ye~~ ~~,~W~~~~,W~,~~*~~,~~~W~,~
N Op w o W~~~e~J~y~Lye~ye~y~le~~le~~L~e~.ye~~L~'e~ ~.t'~~ I g O yycy~e~ ~..l-~c~~r~~.~r~~c y.~~~c~w~~,~y.>'c~
I N Wye ye ye vye ye Wyt ye ~Lyc ye W.Ye ye wyc yG Wy[ y< yr: v ~ yL W~ ~ yye yL Lye ye DREDGING ACCOMPLISHED
I ~ ° ye y< y< y< ,Je ~ ~ ~ ye ale ye I N/F PH I LL I P GOLDEN g ~ o ~'"`y~"`y< y`y<y`y<. ~y`y<~"`y~ ~ y~~ ~ ~~~~~~~~w ~~y UNDER GP 57061 EDGE OF BASIN -2 70
~ D.B. 804 PG 579 yy<~~~~_~ ~ ~ ~ ~ y~ m o y< ~ ~ ~ ~ y< ~ ~ y< DEPTHS AT NLW tTYP,) °
I NCPIN# 734704614337 ~ ~ y ~y,~~„~,~,~~,~ y,~ -2.70 0 -2.70 °
1 y< y<~ yev~y< y< ~ ~y< y<, ~ w~ ~ wy< ~ -2.70 I ~~~y~ ~ ~~~y~ ~ wyL~~~y ~ I ye ~yf< ~ ~ y< ~ y< v~ -2.70
~ ~.'~~~`~°Wy<~`y<~`~.y<'~y<~u~y< 129.13 I GRAVEL BURIED ~ yy<; ~ fix; 0 129.13 0
DRIVE o -2.70
CONCRETE °y< < ~~y~~ yy<~y ~y<~ I y~ ~ t -2.70 -2.70 ° ~ ~ °
107.81 I I , -2.70 o N, 1 ° 15.03 ~ o N N 15.0 S87 04 55 E tOl.gt N °42'05"W I' e N N~ 1° 161
N00°50'54"W S87°04' 00 55 E CONCRETE a ~ PROPOSED li , t . o ~ ° > o -2.70 DREDGING ACCOMPLISHED
0 O.O.T. MAINT. ' BLDG , , ~'1 d ~ Iql 2.70 LD CARTERET RDAD S, R. ° 12 ~3, -2.70 ,2.°° UNDER GP 57061
1400 ENDS HERE 4„Q.--• ' ° ~2.ao 30 P -.J L--~• ~ ~a.oo X2.00 X2.00 ° -2.70 12.00 12.00 -2.70 12.00 2.50 -2.70 °
UBLfC RIGHT OF WAYiSEE NOTE # PER CONVERSATION GRAVEL DRIVE - _ ° ,a.oo 6) WITH REX MCKENZIE a ,a.oo 2.50 °
R ,a.oo a.so _z 1 S87°04'5 -.I..-' z.so O ON 10/19/ 0 5 E TRAM ,~A a \a.5o' ~ -2.700 -2.70 ° -2.70
a - - - - - ( 207.65 -2.,~'--_ _ O a ~ -2.700 °
m ~ ~ . -2.70 _ a ~~y<~y< - _ o -2.70 '~-_-2.70°.,X,_,,...._-EDGE OF BASIN
i0 ~ y~;x ~ ~ 22 CY BOAT RbMP-
~ ~~~y<~ y~~y<~~,<~ XCAVAT I ON 1 ~ ~ ~y<~~y<~y<~w 04 9 + 10 - _ N /F I . J . WDN ~~yy<~Yyy ~w~yye~~~y~ ye~`ye~~`ye ~ ' R t p,
y~eyye y~ ~ J Je ye J~ J~.~ ye dye ile ~L.~Ie ye Lye ye y N$8 34 OQ W _ D.B. 1095 PG. 144 '~`yyr.y~`yye ~ y<~.~~'~y~'~~.y<~~~.,y<y~~.y~'~y~'~~.~~~~~:~~ ° ORIGINAL ~~"'R[PgRlAN LlNf.~~1 APPROX. CHANNEL ^i$ SErOgCK-'^-
_ _ _ _ _ GOLDEN P NCPIN# 734704601734 y<~~y< ~W~y<~~ y< ~ yy<~y<~~y<~ye~.:, ~~ye~~~y<~~y<~yeW~~ EDGE EXCAVATED CIRCA
R _ _ _ _ _ _ _ ROPER7Y LINE ~y< ~ ~ y< ~y< y< ~ y< y< ~ y< y< y< y< ~ ~v y<~y< y< y< HOLE IN CENTERLINE EFEREN ~ ~ ~ ~ ~v _ 2002. JAMES DAMS PERMIT
CE BEARING - _ 539.47 T ~.~y<~~.y<,~y<~~.y~,~y<,~.,-y<,~~,~ ~y<,~.~y<~y<~.,y<~y<,~.~y~,~y<~yy<~y<,~.~y~ INTERSECTION OF OLD o-___ COGS AL N84 _ _ _ WETLANDS ~ y< ~y< ~ ~ ~,<z y< ~ y< y< ~
yL ~ yc y.~ yt yye >'c. Jam, dye y< Lye Jc yy< iir yc ~ y CARTERET ROAD & _ _ _ _ _ ~ ~ ~`Y)'~
H R R A _ _ ,~y~~yy<,~y<~Wy<yyC~~ye~y<~ y<Y,~,~yy<,~y<~.~y<,~y<~.~y~~y<,~~.y<~y<,~~. MARS ALLBE G 0 0 _ ye y< Wait yt, ~Lyt ye ye yt ~ Wye y. yye Wy< yt y[ ~ y Je ye ~ Je Je ye ~ Jt ~ ye yt"yt ~ yt~ y[ yt - ~ _ _ _ ye~yt~~Lye~~t~yyt~ye~~L~e~alt~~al[~yt~~ye~yt~JryeYyc~~Yyt~.~e~yye~ye~W
- r _ _ y<~~e~y~k~~r~y.~~~r~yu~~'e~yyeye.'tile~ Vie: yey~ye~.L~•4~~~e~Jiye~ ~y. _ - _ yc~yr.~ye~~~4yc~ye~yye~y<~~L.ile~~~yye~yt~~Vyt*~le~~yexy~~yye~yt~•L
_ ~ Wy< yt J~yc yc Wyc ye Wye yc Wei[ ye .live Wye yy< ye ~Y ~ ' Jc~yt~•Lyr~'y~+lJo-y'~yye~: '~Wy~.ili~Wye~yt~yye~yt~Wy~.il[~~Y~~2~~L wr ye ye Y ye 3G ~++L.. SIC ]IC yC SIG Je ~i[ Y ~i[ yG ~
y< ~y< y< yyr. ye yy< y< y R wd. ak ~•ye~~Ie ~.ye yye ~ yc '~`y3~`~ye'~`yey`y. y`]~ ~Ly<~yt~yy[~ye~~~lt ~I[~~'.v~c~~[~y<~ yc y< ~ y< ~ ye .ile y< ye Y Ye ~e TUSK CREEK
yy< ye Wye ~ yye ye yy< ' y~ ~ ~ - _ _ _ ,gyp y< Jcyyey`ye'~vytye''~`ycy'~:Je _ V C EIP
v_ N/F 1. J. WON REVISIONS:
SITE BATA D.B. 1.095 PG. 144 Na BY DATE DESCRIPTION
NCPIN# 734704601734
EXISTING NUMBER SLIPS = 8 + 2 LEGEND 1 EGC 6/10/N DCkI REVIEW COMMENT 2 OWG 7i8in DCY REvrEw COMMENT
PROPOSED SLIPS = 10
TOTAL SLIPS = 10 AEC AREA ENVIRONMENTAL CONCERN CLR CLEARANCE
N/F NOW OR FORMERLY
NLW NORMAL LOW WATER
NHW NORMAL HIGH WATER PROPOSED RE-DEVELOPMENT PLAN
PP POWER POLE
R/W R I GHT OF WAY
SF SOUARE FEET W/IN WITHIN
COASTAL WETLANDS MARSHALLBERG TOWNSHIP - CARTERET COUNTY - NORTH CAROLINA
CLIENT: PHILLiP E. GOLDEN DESIGNED:
+-~.ao' EXISTING WATER DEPTH tNLW) PATRICIA A. TESTER DWG
EXISTING STRUCTURE ADDRESS: 381 GILLIKIN ROAD DRAWN: ®`o~`~e~nCrrrrrr®', BEAUFORT, NC 28516 DWG
PROPOSED STRUCTURE AEC LINE .®`®®~,o~;~'FESS~~<i,~,'d°® PHONE: CHECKED.
UtMUL111UN SEAL p APPROVED:
SEAL MR ENGINEERING, P.A.
p~® a®~ a* HWAY 24 RDC
SCALE: 1 = 30 SHEET #2 OF 2 D CITY, N.C. 28557 DATE: F EX. RIP RAP ,y®°•,M~,INE T °°•a»• -7479 2/25/11
PROJECT PM1449-1 EXCAVATION ®®for; 'C 7 W SCALE:
DESIGN FILE PM1449-1-MAJOR CAMA.DGN -
AL .CULLI HER .E. - 1 30' a