20011519 Ver 2_CAMA Application_20110718

AA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
July 14, 2011
MEMORANDUM
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality I rl 8 2011
FROM: Doug Huggett we DE NR-.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Colington Harbour Homeowners Association
Project Location: Colington Harbour Recreation Area, Colington Dr., Kill Devil Hills
Proposed Project: Dredging channel, jetties, bulkhead, boardwalk, repairs, renourishment
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 08/04/11 to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact Kelly Russell 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 DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone]; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Colington Harbour Homeowner's Association, Inc.
2. LOCATION OF PROJECT SITE: Colington Harbour Recreation Area, Colington Dr,
Dare County, on the Albemarle Sound.
Photo Index - 2006: 2000: 183-2145 (J, 18) 1995: 188-1979 (V,18)
1989: 144 (17M & 16N)
State Plane Coordinates - X: 2,967,900 Y: 840,375 Kitty Hawk Quadrangle (lower,
right)
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -April 18, 2011
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received Complete - July 12, 2011
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation and Transition
(B) AEC(s) Involved: Public Trust and Estuarine Water, Estuarine Shoreline
(C) Water Dependent: yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing - community sewer
Planned -none
(F) Type of Structures: Existing - clubhouse, swimming pool, playground
area, parking area, boat ramp, marina,
two wooden jetties, six groins, and a fuel dock.
Planned - bulkhead, replace existing wooden jetties
(G) Estimated Annual Rate of Erosion: none
Source - applicant
7. HABITAT DESCRIPTION: [AREA]
nRpnr.Fn Fn IFn SHADE
(A) High Ground 7,625 sq. ft. 1,890 sq. ft.
(B) Shallow Water Bottom 35,000 sq. ft. 9,972 sq. ft.
(C) Open Water 1,140 sq. ft.
(D) Total Area Disturbed: 55,627 sq. ft. (1.27 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to dredge the entrance channel,
construct jetties for the channel, and make improvements to the common area and
the harbor area.
Project Setting
The Colington Harbour Homeowners Association, Inc. owns a 8.6 acre common
recreational area within Colington Harbour Subdivision, a residential community on the
western end of Big Colington Island, on Colington Drive (SR 1217), in Dare County. The
recreational area is adjacent to the Albemarle Sound on the west and Colington Harbour
to the east. The elevation of the tract is approximately 5 ft. above NWL and it is
vegetated primarily with lawn grasses and live oak trees. Man-made structures on the
property consist of a clubhouse and pool area, playground area, paved parking area, boat
ramp, boat lift, boardwalks, jetties for an entrance channel, groins, bulkheading, rip rap,
piers, and fueling station. Several permits have been issued to the association for this
property including Major Permit #145-88 (for the construction of finger piers and mooring
pilings) and Major Permit #01-93 (for the excavation of the entrance to the boat basin)
and several general permits for the construction of groins, bulkheading and maintenance
dredging. There are no known areas of archaeological significance in the immediate
project area. The shoreline along the property is mostly stabilized with bulkhead with the
northern section stabilized with rip rap. The adjacent property to the north is a residential
property with a rip rapped shoreline, and the adjacent property to the east is also a
residential property that has a bulkheaded shoreline.
The waters of the Albemarle Sound and within the harbor area are classified as SB by
the Environmental Management Commission and are closed to shellfish harvesting. The
water depths in the sound at the terminal end of the groins are approximately -6 ft in the
middle and -2.5 ft. along the edge of the groin where shoaling has taken place. The
water depths within the harbor area range from -3.4 ft. along the bulkhead to -9.1 ft. in the
middle of the harbor.
Development Proposal
The applicant proposes several different projects to improve and maintain the existing
entrance channel, boat harbor, and common area.
Channel Area- the applicant proposes to:
1.) Maintenance dredge the existing access channel from the basin area into the
Albemarle Sound. Historically this channel has been dredged at least bi-
annually with the most recent activity in 2010. The applicant would hydraulically
dredge along the northern most jetty an approximately 50 ft. by 600 ft. area to a
finished depth of -6 ft. The existing water depths in this area range from -2 ft. to
-5.5 ft. with an average depth of -4.5 ft. The expected average spoil generation
would be approximately 1500 cu. yd. The apoil will be temporarily stored in the
common area.
Field Investigation Report
Page 3
2.) Replace the existing wooden jetties with longer vinyl jetties to protect the
access channel more efficiently. The existing northern jetty is 200 ft. long and
veers away from the alignment of the southern jetty to the north. The southern
jetty is 180 ft. long. The new jetties would be aligned more parallel to one
another would be 610 ft. and 570 ft. respectively making the channel 120 ft.
wide. The proposed jetty alignment and lengthening is in accordance with the
recommendations made by the engineering study performed by William A.
Dennis, PE.
Harbor Area
1.) Replace and realign the existing bulkhead in front of the fuel dock area.
There are sharp angles in the existing bulkhead alignment creating a deep "v"
area in front of the fuel dock that makes it difficult for boats to navigate. The
proposal is to install 65 ft. of bulkhead a maximum of 20 ft. (11.5 ft. average)
from NWL in the area to straighten out the alignment. The proposal would
allow for easier access to the fuel dock and would also place the existing fuel
dock outside of the 30 ft. buffer.
2.) Replace 315 ft. of bulkhead from the fuel dock area along the park area. The
new bulkhead would be aligned 2 ft. from NWL.
3.) Remove the existing dock located in the park area and replace it with a 315
ft. by 6 ft. wooden board walk along the new bulkhead.
4.) Maintenance dredge the area in front of the fuel dock and park area. The
applicant would dredge a 20 ft. by 250 ft. area to -4 ft. The current water
depths in the area range from -2 ft. to -5 ft.
Common Area- the applicant proposes to:
1.) The spoil retention area for the dredge spoils would be located in the
common/ playground area. The dredge spoils from the access channel would
be placed in a 180 ft. by 50 ft. retention area that would be constructed with 6
ft. high berms around the area. The retention area would have a water
control structure and the suspended solids would be allowed to settle out and
the effluent would then be returned through the effluent pipe back to the
waterbody. The spoil retention area capacity is approximately 2,750 cu. yd.
of material. The dredge spoil from the fuel dock area would be placed in a
second retention area located to the south of the first spoil area. The second
retention area would be 215 ft. by 25 ft. and would be surrounded by a
trenched in sediment fence.
Northern Shoreline
1.) The applicant proposes to add rock to an existing sill for wetland protection
adjacent to the northern jetty. The sill would not exceed 6 inches above the
marsh substrate and the applicant will plant additional spartina patens
landward of the sill.
2.) The dredge spoil from the access channel and the harbor area will be allowed
to dewater and dry in the retention areas and then be used to nourish the
existing recreational beach. The recreational beach is approximately 260 ft.
Field Investigation Report
Page 4
long and currently has 6 wooden groins along the shoreline. The proposal is
to place the sandy spoil material along the beach extending no more than 12
ft. below normal water level. The fill material would not exceed 3 ft. above the
existing shoreline level and would be sloped to a 4:1 grade into the water.
3.) Propose to repair 210 ft. of existing bulkhead along the northern portion of
the access channel. The repairs would include replacing some pilings,
boards, and whalers. The repairs would not exceed 50% of the structure.
4.) Replace 125 ft. of existing bulkhead along the northwestern side of the
island. This shoreline receives strong wave action and the proposal is to
straighten the alignment of this section to enhance its ability to withstand the
strong wave action. The alignment would extend a maximum of 12 ft. and an
average of 5.4 ft. from normal water level (NWL).
5.) In front of the new 125 ft. of bulkhead the proposal is to place rip rap that
would also help protect this shoreline and then extend the rip rap another 480
ft. along the existing bulkhead and tie into the rip rap on the north end of the
project. The rip rap will maintain a 2:1 slope.
Boat ramp
1.) Repair the existing boat ramp by extending the concrete on either side of the
ramp. The ramp has two approximately 5 ft. by 5 ft. areas that are
armored with stone and create a hazard when boat trailer tires become
stuck. The area to be filled is above NWL.
Anticipated Impacts
The anticipated impacts of each activity are as follows:
1.) The dredging of the channel area will disturb 30,000 sq. ft. of sandy water
bottom of the Estuarine Waters (EW) Public Trust Area (PTA) Areas of
Environmental Concern (AECs).
2.) The new jetties fill 2,360 sq. ft. of open water in the EW PTA AECs.
3.) The bulkhead alignment along the fuel dock area will disturb 975 sq. ft. of high
ground in the Estuarine Shoreline (ES) and fill 747.5 sq. ft. of shallow water
bottom in the EW PTA AECs.
4.) The bulkhead alignment along the park area will disturb 4,725 sq. ft. of high
ground in the ES and fill 630 sq. ft. of shallow water bottom in the EW PTA
AECs.
5.) The wooden boardwalk along the park area will shade 1,890 sq. ft. of high
ground in the ES.
6.) The dredging along the fuel dock area will disturb 5000 sq. ft. of sandy water
bottom of the EW PTA AECs.
7.) The spoil retention area will fill 14,375 sq. ft. of high ground with in the
Estuarine Shoreline (ES) AEC.
8.) The beach nourishment project will fill 3,120 sq. ft. of EW PTA AECs.
9.) The bulkhead replacement along the northwestern shoreline will fill 1,875 sq.
ft. of high ground in the ES AEC and fill 675 sq. ft. of shallow water bottom in
the EW PTA AECs.
Field Investigation Report
Page 5
10.) The rip rap along the northwestern shoreline will fill 4,800 sq. ft. of shallow
water bottom in the EW PTA AECs.
11.) The boat ramp project will fill 50 sq. ft. of high ground within the ES.
Submitted b : Kelly Russell
Date. ?r/1W 1
MAJOR PERMIT FEE MATRIX
Applicant: ?-- G. ! Al G ?a ?? N A 30? t ?4-
Selection Development Type Fee DCM % DWQ %
(143001601435100093 1625 6253) (243001602 435100095 2341)
1. Private, non-commercial
E] development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or. open water areas:
II. Public or commercial
E] development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied, 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%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
Colington Harbour Homeowners Association, Inc. (Association) owns common property dispersed
throughout Colington Harbour. The focus of the application is the +/- 8.6 acre recreational amenity at the
end of Colington Drive. This recreational campus has been the recipient of numerous permits for
improvement, and the Association desires to consolidate the numerous projects they expect to undertake in
the next 5-7 years into one permit. They also wish to document the existing facilities so that should repair
be necessary, the State has a record of what is existing.
Existing Conditions
The most obvious structures at the site are the clubhouse and swimming pool. These structures are
accessed by walkways from the parking at the end of Harbour Drive and parking on the lower level.
Forty-three defined parking spaces for cars and 13 car/boat parking spaces are distributed around the
Helipad on the lower level. Sixteen parking spaces are provided at the upper level. The clubhouse has
porches and walkways to the sound and to the pool area. The pool is surrounded by an ample concrete
apron and supports a pool house and a large observation deck on the west side.
Boating is an important amenity of the campus, and access for launching is provided by the boat ramp. A
small shed exists near the ramp and is used by the youth sailing program. The bulkhead parking lot is used
for boats staging for retrieval, and a boat lift exists on the eastern edge to accommodate a rescue vessel.
Twenty-four slips are available for in-water storage of boats which are leased by the Association. A fuel
dock is available along the shoreline. The remaining stretch of bulkhead within the harbour is used for
short-term (hours) side to mooring, and a small dock accommodates larger boats that must stand off the
bulkhead in deeper water. The channel entrance is bulkheaded on both sides, and an easement is provided
for the bulkhead on the south side of the channel. Two wooden jetties extend into the sound to stabilize the
channel. The southern jetty is 180 feet long, and the northern is 200 feet long.
Rock rip-rap is located at the jetty shoreline interface on the north side, and a sandy beach extends north
approximately 280 feet which is "stabilized" by six groins. Landward of the shoreline are picnic facilities,
swing sets, benches, boardwalks, play platform, and bath house.
The shoreline continuing north is armed by an existing retaining wall protecting a majestic live oak and
angling back towards the water a bulkhead. Shoreline stabilization is aided by three additional groins. At
the northern extreme of the bulkhead is 12-foot wide rip-rap extending approximately 130 feet south.
Proposed Plan
The concrete boat ramp has two areas on either side which are armed with stone. These areas are a hazard
to launching should a boat trailer's tire fall into these voids. The proposal is to extend the concrete to the
bulkhead walls and the normal water level (not below the water line).
The fuel dock area has been a problem because of the deep "vee" which requires boats to align for fueling
in a very difficult orientation. The plan is to remove the "vee" by installing 65 feet of bulkhead, a
maximum of 20 feet (average 11.5 feet) into the basin and backfilling. This alignment not only allows for
more efficient access to this once popular amenity but also removes the fuel storage tanks from the 30-foot
public trust buffer. The fuel pump station will remain at its current location.
A new bulkhead will continue along the "park" area which will be aligned two feet average (five feet
maximum) along the 315 feet of bulkhead shoreline. The existing dock will be removed, and a six-foot
wide boardwalk will be installed along the landward side of the new bulkhead.
The 20-foot wide area adjacent to the fueling docks and the new bulkhead will be maintenance excavated to
-4 feet normal water. An excavator will deposit the material behind a silt fence constructed along the
30-foot buffer. The area allocated for this disposal is +/- 215 L.F. by 25 L.F. When the material is dry, it
will be spread along the shoreline and grassed.
RECEIVED
JUN 2 8 2011
COASTAL MANAGEMENT
ELIZABETH CITY
The northern 210 feet of bulkhead along the access channel is proposed to be repaired, replacing some
pilings, boards, and whalers. This repair will extend to the northern jetty. The northern and southern jetties
are in continuous need of repair. This request is to authorize the continuing repair activities.
The Long Range Plan is to replace the existing wooden jetties with new vinyl jetties as recommended in the
engineering study performed for Colington Harbour.
The proposed northern jetty will be realigned to make it parallel to the southern jetty. The northern jetty is
proposed to extend to the existing channel marker #I approximately 610 feet from the shoreline and the
southern jetty approximately 570 feet. The channel entrance will be +/- 120 feet wide.
Just adjacent to the north jetty, the existing rock will be supplemented to create a rock sill to protect the
existing coastal wetland and allow for additional planting of Sparatina patens landward of the sill. The sill
will be constructed of rock and/or concrete and will not exceed six inches above the marsh substrate level.
Almost yearly or bi-annually the access channel must be dredged. The most recent was conducted in 2010.
This permit anticipates this continued need and reflects the request for maintenance dredging as required.
The figures in the application depict the maintenance to the end of the six-foot shoal by hydraulic dredging.
It is unlikely that the entire channel would ever be dredged at one time, and dredging of the encroaching
shoal to -6 feet would be authorized if this permit is allowed. The anticipated average spoil generation is
1,500 cubic yards. The sandy material will be placed in a dike disposal area between the playground area
and the 30-foot buffer. This 180 foot long by 50 foot wide by 6 foot high diked containment area will
contain approximately 2,000 cubic yards allowing a +/- 1:1.3 ratio of dredge material to containment area.
Because the material is sand, this containment space is adequate. Once the sandy material has dewatered,
the material will be used for nourishment of the recreational bench just to the west. The highground area
will then be restabilized with grass.
A new bulkhead is proposed north of the recreational beach to straighten out the alignment and enhance the
ability of the bulkhead to withstand waves from the northwest. This 125 foot long bulkhead will extend a
maximum of 12 feet into the sound with an average of 5.4 feet. This bulkhead will be armed with 12 feet
of rip-rap which will extend along the remaining_bulkheaded shoreline and tie into the rip-rap on the north
end of the project.
RECEIVED
JUN 2 8 2011
COASTAL MANAGEMENT
ELIZABETH CITY
Colington Harbour Beach Nourishment Details
Colington Harbour Association desires to maintain its recreational amenities at the Club House
Recreational Campus. Two important aspects of this maintenance involves continued navigational access
in the community's access channel and canals. As a part of this process, the proposed maintenance
excavation of the access channel will remove sand that is part of the extensive shoal to the north of the
access channel and west of the recreational beach.
By placing the excavated sands into a retention/dewatering area, the materials will be allowed to dry before
placement on the existing recreational beach. The material placed at the shoreline and extending no more
than 12 feet below normal water level will have a grain-size consistency equal to that naturally found at the
site. The material will be placed along the shoreline not to exceed three feet above the existing shoreline
level and will be sloped on a 4:1 slope into the water in such a manner as not to exceed the length of the
existing jetties. The construction of the proposed groin on the north side of the channel will diminish the
potential for the sand to re-enter the access channel.
This proposed coupling of those aspects of the project will result in an enhancement of two of the most
popular aspects of the recreational campus - the boating access and the bathing beach.
RECEIVED
JUN 13 2011
RECEIVED
DOE DIM
APPLICATION for
APR 7 "?3
Mayor Development Permit COASTAL MANAGEMENT
ELIZABETH CITY
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Colington Harbour Homeowners Association, Inc.
Applicant 1: First Name MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1000 Colington Drive Kill Devil Hills NC
ZIP Country Phone No. FAX No. _
27948 USA - Dare County 252 - 441 - 5886 ext. 252 - 441 - 7806
Street Address (if different from above) City State ZIP
Email
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T1 ,dS Y
25 #l i;-28U2, erne
Form QCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Dare 1000 Colington Drive
Subdivision Name City State Zip
Colington Harbour -
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 441 - 5881 ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Albemarle Sound
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 Albemarle 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.
Dare County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
+/- 2,400 L.F. +/- 8.67 Acres - 377,665.2 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 5 Feet ?NHW or ®NWL
e. Vegetation on tract
Live Oaks
f. Man-made features and uses now on tract
Clubhouse, pool, play platform, bathouse, boardwalk, benches, jetties, groins, bulkhead, rip-rap, docks, piers, fueling
station, parking boat lift, boat ramp, shed
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?
R-4 (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?
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2 5.E 3 08 -Z 0 S ., i.8138,4 CUAS ' r. a,sw jra-ne _- C:a= t --Imanzri9aam e n t rg?- t
Form DCM MP-1 (Page 3 of 4)
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.
On-site ground absorption system
o. Describe existing drinking water supply source.
County
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.
The site will be used for community recreation.
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.
The permit is to consolidate the various construction needs of the community and will be undertaken in phases by
contractors who will be mobilized to the site and temporarily store boats, backhoes, water jets, and tractors in the existing
parking lot.
d. List all development activities you propose.
Shoreline stabilization, maintenance excavation, beach nourishment for recreational beach, vinyl jetty construction for inlet
stabilization, boat ramp repair, wooden jetty repair, sill construction, and marsh enhancement.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 38,450 ®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.
None
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
.:?_. _ nti.5.'
.
Form QCM 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) - (t) 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 John & Delphine Amrhein Phone No.
Address 117 Clipper Ct. Kill Devil Hills, NC 27948
Name Randle Douglass Phone No.
Address 218 Huron Ct. Kill Devil Hills, NC 27948
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.
See Attached
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. 113A1-10), 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.
toY?
Date yi/N/11 Print Name 10,
Signature
F RECEIVED
7
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and tLCOA ?DCM MP-3 Upland Development
¦DCM MP-4 Structures Information TAL MANAGEMENT
LIZABETHCITY
?-parrs -2806 -1 8 rv4R 4C6 A 5 T =raw v ,o z4:. _ a {, a? ?nnnaa c- raa- t.aet
State & Federal Permits
(In Chronological Order)
ryLVL,„..
7
COASTAL MANAGEMENT
EUZ?A6ETH CITY
CAMA General Permit 049A
SAWCO 78-N-025-0080
CAMA General Permit 2888A
CAMA Major 21-87
CAMA Major 145-88
CAMA General Permit 10011A
Action ID 199202733
Action ID 199300096
Action ID 199300462
CAMA Minor Modification 137-91 (Spencer Rogers)
CAMA Major 1-93 Major
CAMA Major 1-93 Minor Modification
Action ID No. 199300462
CAMA Major 1-93 Minor Modification
CAMA General Permit 015153A
CAMA General Permit 015299A
CAMA General Permit 019462A
CAMA General Permit 021250A
CAMA General Permit 24192A
Action ID 200200056
CAMA General Permit 26896A
CAMA Major 145-01
NCDWQ #01-1519
NCDWQ #01-1519
CAMA General Permit 39972A
CAMA General Permit 42552A
CAMA General Permit 44408A
CAMA Minor Permit #07-42
CAMA General Permit 49970A
CAMA General Permit 49645A
CAMA Minor Permit #07-17
CAMA General Permit 44430A
CAMA General Permit 54286A
CAMA General Permit 56706
October 31, 1984
March 4, 1985
January 6, 1987
January 24, 1987
July 27, 1988
June 12, 1992
July 7, 1992
October 20, 1992
November 18, 1992
December 18, 1992
January 11, 1993
January 27, 1994
February 1, 1994
January 26, 1996
April 25, 1996
September 26, 1996
April 13, 1998
January 8, 1999
January 27, 2000
2001
February 9, 2001
November 19, 2001
December 10, 2001
December 10, 2001
May 23, 2005
August 23, 2005
March 7, 2006
May 9, 2007
January 8, 2008
January 8, 2008
February 19, 2008
July 17, 2009
December 17, 2009
March 3, 2011
Description
Bulkhead
Bulkhead
5 Jetties
Jetty Construction
Finger Piers & Pilings
Basin Maintenance
Basin Maintenance
Bulkhead (Sound)
Channel & Basin Maintenance
Breakwater-Marsh Enhancements
Channel Maintenance
Channel Maintenance
Channel Maintenance
Channel Maintenance
Bulkhead
5 Groins (add to 5 groins)
Bulkhead Repair
Channel Maintenance
Bulkhead
Marina
Channel Maintenance
Marina - 25 Slips
Marina
Shade Wetlands for Boat Slip
Channel Maintenance
Bulkhead Relocation &
New Rip-Rap
Replace Bulkhead
Replace Retaining Wall &
Landscape
Channel Maintenance
Dock & Boat Lift
Handicap Boardwalk
Replace 7 Piers
Channel Maintenance
Groin Construction
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
JUN 2 8 2,011
COASTAL MANAGEMENT
ELIZABETH CITY
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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)

Length 750 95
Width 120 10
Avg. Existing 4 NA NA
Depth
Final Project 6 NA NA
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. Sand
1
500 c. yds.
,
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), None
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:
Continue Navigation

2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Playground 180 x 50 x 6 (hydraulic disposal area)
215 x 25 (excavator disposal area)
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
Same Location
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:
Temporary dewatering then to be used for beach nourishment.
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
N/A
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ®Riprap EBreakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 12 12 10
e. Type of stabilization material:
Vinyl bulkhead. Rock for rip-rap and sill construction
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 2.492 Riprap 5.700
Breakwater/Sill 475 Other
i. Source of fill material.
Commercial Supplier
b. Length: 190 41b 9b
Width: 1 12 10
d. Maximum distance waterward of NHW or NWL: 20 12 10
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.
Rock - Sand for bulkhead backfill
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 es, submerged aquatic vegetation (SAV), sneu Dottom (bb), or
y other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water 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:
15. 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 disposed in dike disposal area when dewatered smoothed Hydraulic Dredge, Dozer
and used for beach nourishment.
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 ®No ?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
environmental impacts.
June 27, 2011
Date
Colington Harbour Homeowners Association, Inc.
George H. Wood (Agent for)
Applicant me
Project Name

JUN 2 8 2011
COASTAL MANAGEMENT
ea''
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 []Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
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:
m. (i) Will the facility have tie pilings?
?Yes ?No
(ii) If yes number of tie pilings?
b.
®This section not applicable
(i) Will the facility be open to the general public?
?Yes ?No
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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
1. (i) Will the facility be open to the general public?
?Yes ?No
252-808-2808 s, 1- B CCfA sT :. www,r ccoastalrr arsacte ent.net revised. 12!27106
of
2. DOCKING FACILITY/MARINA OPERATIONS 23 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:
? 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 currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
252-808-2808 :: 1-886-4RCO AST a ws,vw nccoastalma. na ement.net revised. 12; 7MG
R;4 DCPA MP-4 (SBt-ru : uses, Page 3 of 4)
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?
?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) NThis section not applicable
a. (1) Is the boathouse structure(s):,
[]Commercial []Public/Govemment []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) 0This section not applicable
a. (1) Number
(ii) Length
(iii) Width
- BREAKWATER (e.g., wood, sheetpile, etc.) Q(This section not ap?licab/e
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS Whis`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.)
252-808-2808 :: 1-888-4RCOAST :: wwwmceoastal:r ang oment. ret revised. 12127/06

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
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:
6' wide dock constructed landward of the bulkhead along +l- 320 feet of shoreline within the basin
June 8, 2011
Date
Colington Harbour
Project Name
Colington Harbour Association
Applicant Dame ; I
Applicant Signature
7 ";1
STEEL'
POST
B' MAX. STANDARD STRENGTH
FABRIC WITH MARE FENCE
6' MAX EXTRA STRENGTH
FABRIC WITHOUT WIRE FENCE
RECEIVED
??ui_ -
COASTAL MANAGEMENT
ELIZABETH CITY
PLASTIC OR
WIRE TIES
N
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Ih
1
Y:a
PERSPECTIVE VIEW
BACKFILL TRENCH
AND COMPACT
0
CROSS SECTION VIEW
SEDIMENT FENCE DETAIL
NOT TO SCALE
UPSLOPE
Cr03S Src+?'ena.l of
Speil Disposal Arta
zl
hy16f3
CD I i not+" ?rbmr-
RECEivE?
JUN 2 8 2011
COASTAL MANAGEMENT
E_ L?BETH CITY
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VARIES SITE
WIDTH VARIES ' i~ ~ /
(2) 2"x 8" 2.5 CCA FRONT AND BACK WHALE PROPOSED BULKHEAD FINISHED GRADE 12
B' MAX. STANDARD STRENGTH AREA TO BE FILLED ~i PERFORMEX 5.7 SERIES OR EQUAL VINYL x 6' LENGTHS, NwL FABRIC WITH WIRE FENCE ~I a
3' MINMUM EMBEDMENT, COLOR DARK GRAY s' MAx ExTRA sTRENGTH FABRIC WITHOUT W1RE FENCE ~i r EXISTING 12' RIP RAP
~.I, / ~
N~• EXISTING GRAOE ~ CLASS 2 RIP RAP 4 le SECTION Z M.B. 5, PG. 17 / o`
POST 1 ~ ~ ~ \ o
~ ~ ~ ~ PLASTIC OR ~ ~ / U~~
WIRE TIES 11E BACK AS ? I REQUIRED ~ O O O O I 0~
i WIRE ~ ie°- 2n" ~1 / -H~oLr S~~ ~
FENCE RIP RAP BULKHEAD SECTION +l I
NATURAL BULKHEAD SECTION _ , I GROUND 1"= 4' 1"- 4' ij i /Colington
3/4"~ HDG ROD WITH OGEE WASHERS AND NUTS ~ I ~ ~ ~ \
T ~ I 5/8 ~ HOT DIPPED GALVANIZED (HDG) THRU BOL ~ _ ~ ~
WITH OGEE WASHER AND NUT d ~ j~"" 8 DOWN & 4 FORWARD 12' ~
8"~ BUTT PILES, 2.5 CCA x 10' (AT BULKHEAD) ~ aLaNC G FILTER I TO 12', 8' MINMUM EMBEDMENT, " ' FABRIC CLASS 2 RIP RAP
4 4 L' o do ~ m~ ~
PLAN VIEW T ~ y I I ~ y
y , PROPOSED VINYL GROINS & JETTY PERSPECTIVE VIEW i, `E / cf m` a°j ~'S I ~m o
\ / h~
ENCE it ~ ny ~ Ca a First a ~ ~ Fl~ht
a 6'-4"t 6'-4"f FLTER ROCK SILL SECTION Alrp
FABRIC BACKFILL TRENCH NATURAL 1 = 4 ~ STEEL AND COMPACT GROUND 0 6a~0 EXISTING BULKHEAD ~ 0a ~ y.
POST THOROUGHLY 0
ti ~ 0 0 0 0 ~°iI 4 ~ W htMemo' I 2
4 f i ® ~ im
O O UPSLOPE 1 F z ; r~( ~I~---- PROPOSED 12' ~ ~ Kill Devil Hills CLASS 2 RIP RAP "~d o °A
NWL ~ ~ i aaa 2 me
- - - - , i r a 0 e o ~ m
N f ~I ~ ~ OJ~O ~
s
R~ ~,P
~~I CROSS SECTION VIEW / ~ ~
SEDIMENT FENCE DETAIL ~ I if
NOT TO SCALE 1

PROFILE VIEW 16 EXISTING
PROPOSED VINYL GROINS o PARKING SPACES
NTS NWL y
.._...®..._..._...®...®...®..._...-..._..._..._..._..._..._..._..._..._._.._..I...._..._..._ I iA
N E>asTlNC GRADE PROPOSED REPLA ~ 'OSED REPLA LKHEA cue our \ ESHEDNG EXISTING CONC.
6 4 1 L ' . • • . / / BOAT RAMP
2 a~~
AREA TO BE DREDGED s EXISTING ~
0 0 0 o TO -6.0' NWL ~ z, ~ ~
j 0 0 0 SECTION A-A , ~ { 0
ExISTINC ~n PROPOSF,p CONC Pool EX. STONE AREAS .5.s
DREGING BEFORE JETTY CONSTRUCTION ' } 1r i d OB ~--~„~,1 6.4
~ 1"=10' 1'r d• ~1
EXISTING PLAY f PLATFORM (IS11NG PLAY PLATFORM / -
.6A
AUTHORIZED FIVE NOTES: Zo
NWL 25 25' WOODEN GRO 1. SOUNDINGS TAKEN NOVEMBER 30, 2009. AT THE TIME OF SURVEY ELEVATED WATER LEVELS CONDI110NS EXISTED WITH LIGHT (5 knt TO 7 knt) ~.5 ' f ° Jp ti`s, ~ J ~8
SOUTH WESTERLY WINDS. 2p EXISTING GROINS IS11NG GROINS o EXISTING ~ J ~ EXISTING 5 GATE J ~ j WATER BIB 5.
2. NORMAL WATER LEVEL IS DEFINED AS 3.5 BELOW THE TOP OF THE 25 ~ e DISTROYED BY STORK ',DYED BY STORM \ ExISTiN Au EXISTING FlRE
BULKHEAD AT REFERENCE POINT A . a EXISTNG 3. SOUNDINGS SHOWN ARE REFERENCED BELOW NORMAL WATER LEVEL. ' DAMAGED BULKHEAD SUNG EXISTING FUEL o E IiNG BOAT UFT D BULKHEAD ST~tAGE TANK SHO EXISTING ASPHALT
2.0 EXISTING FUEL NG FUEL PARKING AND DRIVE ~ ' 5.4
~•5 f PUMPING STATION NG STAl10N ,
Y.. ~
A ARLE SOUND D LBEM 2. • EXIoT1NG PARK
AIHHOUSE 1, •,e', ' `~k. ~.':A` ~ 617 $.F. AREA 75' ESIIMARINE SHORELINE C ~~SS tl OB
PROFILE VIEW ExISTINC ExlsnNc GROIN (TYP) BOARDWALK ExlsnNC ` ~ TO BE FILLED r Q~e'J 5.0
PROPOSED VINYL JETTY T BOARDWALK ; • g,4 G T 1 P~20POSED BULKHEAD E~~S~~ v'~'• Oe 6.0
NTS 3.0 1 2.0 . 5• . 6.1
, t~ 3.0 1.8 ;.:,~'3`.~' EXISTING ~
2.0 BULKHEAD 5,245 S.F. oe T.2
1•s AUTHORIZED GROIN .D GROIN ' • 6.1 PROPOSED
g,0 1.8 f'•••~ • ' 4 EXENSIONS LANDWARD LANDWARD ~ MAINIENCE .4•~ ~4
1.5 1 EXISTING 2.0 2.0 5 r!:••• BOARDWA snNC DREDGING (-4') 6.4 .5,6 RDWA I ~
o AREA OF BEACH I 3• • • ~ EXISTING ,1.2 DOCKS EXISTING NEW BULKHEAD
a RENOURISHMENT 1 '';'I•~=~'- ~ PROPOSED 6 BOARDWALK (TYPICAL) EXISTING MAIN • 1•Z , ' ,1,4 DOCK REPLACEMENT
1.2 • .3 ~C., . 6.4 .6.1
O 1.8 AUTHORIZED GROIN ~ PROPOSED DREDGE AREA EXENSIONS LANDWARD 1 " °c ~ ~ I ~ PROPOSED NEW BULKHEAD •6.6 o~ ~ m i ; ; ,
EXCAVATE TO 6.0' N.W.L. ~ TO REPLACE OLD BULKHEAD J i ~ w Ij 2-5' OUT .1.2
~•0 DREDGE VOLUME = 2,500 cu. d. ,o ~'a ,Q~~' ~Q Y ~?•0 2 0 ~ -~Q --'vQi a ~ I 6. ~ 5 OOW 00 ~ 5 .1.
3.0 1 2,o EXISTING m~ EFFLUENT a a ~ ~ 5.0 ~•a GROIN (TYP) ;•'••i••'•,.:/ 2~'~ PIPE W ~~Q
~ 2.5 t ~ CONTROL O 1
} t I's ~ SPOIL STRUCTURE S 2.a I 20 DISPOSAL ~ ( ~ ~ E~ 'I 65 T 6 1• X I ~ ~ ~,.1 6.0
w €I EXISTING DOCK COLINGTON HARBOR 8,0
\4'p I r MARSH ~•5 , / • EXISTING AREA r I ~ 1 2.1 2.0 r ''t ~/SHORELINE ~ ~ I C 4,0 ~ 2.5 I ~ ExISTINC ENHANCEMENT ; ~ I _ I ~ i~I .'•',`;:3~ TO BE REMOVED ,1,4
NORTH JETTY AREA ¢ I m II ~ 11 ,
~ ~ 2.0 0 EXISTING ~ ~e ~ d ~ ExISTINC 2,5 ~ r ~ ~ . INFLUENT 3:T~
~ 1 ~ CHANNEL MARKER 2'~ ROCK SILL PIPE PLAYGROUND T p APPROX. LIMITS OF ~ 5 f AREA r~ i dW ! r.. 6.9 .6ti O ~Q 1J 0] NOW OR FORMERLY
6' SHOAL 5• ~ 1 ~ FL GREEN '1' 2• y ~ ~ Q
\ I ( t 3.1 t~ r ~ `6, \ EXISTING 2.5 EXISTING ~ ~ 'R` ° t O 0 ~ ~ i ° ~ I •5.5 COLINGTON HARBOUR ASSOC. INC. • 6.1 ~ ~ (I 1000 COLINGTON DRIVE O ~ ~ 1,1 KILL DEVIL HILLS, NC 27948 , 6,6
~ PVC SHOAL CHANNEL MARKER I I ~ ' MARKER GREEN '3' 0 3.6 ~ r" ~ X60 -.u;. • ~ j EXISTING COVERED ~ ~ I- t D.B. 173 PG. 377
• , ,1 1 ~ f PICNIC AREA 2 REFERENCE • 5'~ ' : 5; • ' ~ . 8 1 r POINT "A' . a ~e ~ 52 P.C. D SL 193
~a: ~ 2• EXISTING ~ Jw~a~,•t ~r~`,' ; ~ . , • ~ . a-r--~- . 2.5 EXISITNG r } ~q,es. ,A .,i, ~ r t ~ ~ • PVC SHOAL ~ PVC SHOAL 2.2J~/ FISH I II .9.1 66 SHEET:
X00.. R -,4' =x`13 :i MARKER MARKER f ~ 1' . ~ yu's ' T< . g'9„"' ~ 1 / - m- r; 9.0 g 1 ~ r ucnm~... TABLE . .T a ~ • 6 .1.6
; r `2.& ' , o ` 2 8' ~ ~ ~ W/ W TER : 6 . A.9 1 ~
. , ' ~ ° . e "r , x . .96 BULKHEAD AND JETTY IMPROVEMENTS
2 • , , r • I 6.9 ~ .4.9 61 PROPOSED DREDGING PLA(~
Ems: ~ "t ~ ROPOSED 610 ~ 0' 6• 6• P ' ~ '°2•. ? 3 U .w;' ~ U C I
x~°.: ° , ~ VINYL JETTY St 8U 5.h 6.0 " ' -,:°~.a"':,;`;,3:5' : ':..t ; :~_-„~.s'~-`. ";r° ;r~,• .m . FF 6.2 , , < , ~ , .:,'-.,,_^~':~r.';*'., n°''° ~ 1 8 50 EXISIIN EXISIIN ;i CO~LINGTON HARBOUR MARINA '
1.0 . ~':~j° 6. OB NORTH B HEAD ~NORTH B HEAD .1.2
e•2 „ A 60 o PROPOSED REPAIR
.0 6.3 6.0 6' e o s•0 EXISI1NG BULKHEAD 6 60 6A y4 g.0 6.0 6. o '~°•9 COL~INGTON HARBOUR, NORTH CAROLINA ~~1, ~Y ~ b ~.,G
O 1.0 EXISTING 5.0 0 LEGEND:
0 6.2 5.0 6. 6• 0 .2 6.0 g.0 SOUTH JEFfY 8 g.1 6' 6' S 6 g.0 6 6 8.0 EN1RA SCALE: DRAWN: APPROVED: CADD FlLE: 10-015 ~ EXISTING LIGHT POLE t"= 50' KPO GHW CURRENT REwsION: COASTAL MANAGEMENT
. 5 1A ~ 51 Si 2~ CNNVNE 5.8 PROPOSED REPAIR e L i:t EXISTING GRILL ELIZABETH CITY
5.5 52 'g.'f`-° 0 5,1 9 2 g.8 1.9 g. m5 ' y~ 5.3 5,8 5 1A 1.2 EXISTING BULKHEAD s~ OT EXISTING TRASH RECEP. PROJECT N0: DATE: REVISION
~ _ 5.1 _ 8 i 5.0 5.1 ~ ~ 1.0 8 6'1 a•° 10-015 4/29/10 DATES Oe EXISTING BENCH
g,0 _ . , PROPOSED SILT FENCE C 1
5.5 EXISTING a'9 CHANNEL MARKER EXISTING _ 6.2
a6 ~ NOW OR FORMERLY C / ll YC.
RED 2 CHANNEL MARKER PROPOSED 570' ~ POINT TO PONDER LLC SOUTH B BU U ~ Ex's"LK ~
6.0 RED VINYL JETTY P.O. BOX 1470 HEAD 5,0 EXISTING SOUTH JETTY KITTY HAWK, NC 27949 A Planning for a Better Environment
D.B. 1703 PG. 0437 NOW OR FORMERLY (TO BE DEMOLISHED AFTER P.C. D SL 128 EDWARD J. CONJURA r . 1404 S. Virginia Dare Trail
CONSTRUCTION OF NEW JETTY) 25 STATE PARK ROAD NOW OR FORMERLY g.0 5.1 EXISTING TlTUS\AI IF, NJ 08560 SCOTT R. MORGAN ORMERLY MORGAN I EXISTING P.O. BOX 3368 - KILL DEVIL HILLS, NC 27948
D.B. 1481 481 PG. 452 316 COURT STREET 47 BULKHEAD P.C. D SL 128 T STREET BULKHEAD
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