20031401 Ver 1_CAMA Application_20090408

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
April 7, 2009
MEMORANDUM
TO: Cyndi Karoly
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
Dee Freeman
Secretary
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SUBJECT: CAMA/DREDGE & FILL PERMIT APPLICATION REVIEW
APPLICANT: Cape Lookout Marina Inc.
PROJECT LOCATION: Carteret County, 381 Bayview Drive, North side of Harkers
Island, adj. to Eastmouth Bay.
PROPOSED PROJECT: Proposes to demolition an existing dock and bulkhead,
construction of the marina to accommodate 50 slips on the east side of the basin, a 300 dry
stack storage facility, new bulkhead, maintenance excavation and widening of the basin
and canal, staging area, and upland development. There would be a total of 51 slips with
the one existing.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by April 28, 2009. If you have any questions regarding the proposed project, please
contact Heather Styron at [phone]. When appropriate, in depth comments with
supporting data is requested.
REPLY
There are no known public trust conflicts with the project location or design.
There appear to be public trust conflicts that require additional investigation.
Approximately days additional review time is needed.
It is recommended that changed to be made to the project to reduce or eliminate public
trust comments, as discussed in the attached memo.
SIGNED
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaement.net
DATE
An Equal Opportunity \ Affirmative Action Employer
NorthCarolina
Naturally
.Major Permit Fee Schedule
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0% ($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
Ill. 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 General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0% ($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0% ($0)
III(C). If General Water Quality
Certification No. 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: $400 60%($240) 40%($160)
I11(D . ity_,_
edification No. 3490 (see a
i
$160
40%
attached) cannot be applied: 4O 60%($240) )
(
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas:

475

0%($285)

0%($190)

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Cape Lookout Marina Inc. C/O Ed Richards, Bob Richards
2. LOCATION OF PROJECT SITE: 381 Bayview Drive on the North side of Harkers
Island adjacent to Eastmouth Bay.
Photo Index - 2000: grids 49-604 (D-16), (E-16), (F-16), (G-16), (H-15&16),
(1-15,16&17)
2006: grids 49-6342(D-16&17), (E-16), ( F-16), (G-15&16),
(H-15,16& 17)
State Plane Coordinates - X: 2738171.028 Y: 354255.045 Rover: J032008A
Longitude: 76°32' 37.97218 Latitude: 34°41' 53.79326
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/5/2008, 3/20/2009
Was Applicant Present - Yes, Yes
5. PROCESSING PROCEDURE: Application Received - 2/26/2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County dated 1996
Land Classification from LUP - Limited Transition/Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: docks /slips (yes), high ground work(no)
(D) Intended Use: commercial
(E) Wastewater Treatment: Existing - septic system
Planned - septic expansion
(F) Type of Structures: Existing - dock, dilapidated bulkhead, parking lot,
residence and driveway
Planned - Bulkhead, floating docks, marina, dry stack,
parking lot, travel lift and boardwalks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
"D V n(?'_Ti n FIT I ND OTHER
(A) Open Water Y N/A N/A 39,000 ft2 Inc.
8,295 ft2 Shaded
(B) Shallow Bottom 157,860 ft2 N/A N/A
(C) High Ground N/A 343,688.4 ft2 N/A
(D) Coastal Wetlands N/A
Spartina alterniflora 2,870 ft2
N/A
High Marsh- Spartina patens and Juncus 1,928 ft2 N/A
roemerianus
(D) Total Area Visturoea: J4J,-140.4 IL-
(E) Primary Nursery Area: No
(F) Water Classification: SA/HQW Open: Yes
8. . PROJECT SUMMARY: The project proposed is for the demolition of an existing dock
Field Investigation Report:
Cape Lookout Marina Inc.
Page 02
and bulkhead, construction of the marina to accommodate 50 slips on the east side of the
basin, a 300 dry stack storage facility, new bulkhead, maintenance excavation and
widening of the basin and canal, staging area, and upland development. There would be a
total of 50 new slips with 1 slip currently existing. Per the applicant Shellfish Sanitation
required that the number of slips would not exceed 75.
9. Narrative Description
The Cape Lookout Marina Inc. project is located at 381 Bayview Drive in Harkers Island.
The property is 20.13 acres in its entirety and is an average of 1.5' above NHW. The site
currently has an existing home with septic system, basin, canal, gravel drive and existing
concrete pad areas. There are expanses of coastal marsh along the front shoreline which
borders Eastmouth Bay and along the majority of the east portion of the property. This
area would not be disturbed with any part of the development. They mostly consist of
Juncus roemerianus, Spartina patens, Salicornia and Spartina alterniflora. There is also a
fringe of coastal marsh located within the basin portion and along the canal. The basin and
canal coastal wetlands would be disturbed with the proposed development. A total of
4,798 square feet of coastal wetlands would be excavated and filled along the basin and
canal. They mostly consist of Spartina altemiflora, Juncus roemerianus and Spartina
patens. The undeveloped portion of the high ground is comprised mostly of grass, a few
pines, cedars and scrub bushes. The developed portion of the high ground contains an
existing house with septic, gravel driveway and concrete pads that previously served for
boat construction. The proposed development is a commercial project. There is a
commercial boat basin to the west and single-family homes to the east of the project area.
Carteret County's Land Use Plan classifies this property as Limited Transition with all
AEC's classified Conservation. This section of Eastmouth Bay is not designated as
Primary Nursery Area and is open to the taking of shellfish. Eastmouth Bay within this
area carries a water classification of SA/HQW. Riparian corridors are not a factor due to
the project being located within an upland basin and canal. All project worked with the
exception of the channel excavation would remain within the basin and canal. Substrate in
is mostly silt. No SAV's or shellfish beds were observed within the proposal project area.
10. Project Description:
The current proposal is for the conversion of the existing basin to marina usage with new
docks, pilings and finger piers. The proposal is also for the demolition of an existing
bulkhead and the existing dock, 300 unit dry stack, parking area, boardwalk and fifty new
slips within the basin.
The applicants are proposing a 300 dry stack storage facility at the eastern portion of the
property. All parts of the building would be outside of the thirty foot buffer and would be
located over existing (concrete) impervious area. The dimensions of the dry stack facility
would be 238' wide x 61' high x 265' long. There would be a storage building attached at
the south side of the dry stack building. It would be 30' wide x 123' long. The existing
ground elevation is at 4'. The applicants are proposing to raise this elevation with fill to a
height of 7.8' with the dry stack building located over the fill area. They are also proposing
a concrete drop zone within the buffer area located on the southeast side of the existing
Field Investigation Report:
Cape Lookout Marina Inc.
Page 03
basin and the front west side of the proposed dry stack facility.
An asphalt parking area is proposed along the west portion of the property. The applicants
are proposing 134 spaces with all associated access to the spaces. All parking spaces and
roadways would be located outside of the 30' CAMA buffer. A total of 7.89 acres would
be graded, filled or disturbed during the high ground development. The amount of
impervious proposed along the tract within the AEC is 23.89% with the entire tract at
18.19%. Discharges to waters of the state would be surface runoff from the parking area
with three sand filters for storm water management. Two would be located at the northeast
side of the dry stack facility and the final one located at the front western portion of the dry
stack building. They would be located outside of the 30' buffer as well.
The applicants are proposing the renovation of the existing basin and all associated
bulkhead, docks, pilings and fingers. The existing bulkhead would be removed and
reconstructed in order to help with the canal stabilization. At the moment there are fringes
of coastal wetlands, 2,870 square feet of high marsh and 1,928 square feet of low marsh,
that have volunteered landward of the dilapidated bulkhead. The new bulkhead would be
wood and vinyl with a length of 2,646 linear feet. The height would be 1' with an average
distance of .5' waterward of the nhw contour and would not exceed a maximum distance
of 2' waterward of the nhw contour. There would not be any fill placed below nhw. All
dead-men and tie backs would be within the 7.89 acre disturbed area.
The marina development is as follows: There would be two floating docks, four fixed
docks, 75 tie pilings and 25 finger piers. Docks A and B would be a floating docks. Dock
A would be 5'x 402' and dock B would be 5' x 309'. Docks c and d would be fixed with
the boardwalk labeled as docks E and F. Dock C and D would be 5' x 30' with the
boardwalk dimension as 5' x 1159 and 5' x388'. The boardwalks would be located entirely
over high ground and would have 6 access fingers, 5' x 50', located in various areas along
the property. These would serve as parking lot access to the basin canal area. There would
be 75 tie pilings and 25 finger piers located within the new 50 slip area along the west side
of the basin and canal. The fingers would be 5' x 20'. There would be a fuel pump,
concrete drop zone and travel lift at the south east side of the basin for the drystack. The
typical boat would be less than 30' average and of a mixed type. All in-water development
would remain inside of the existing canal and basin.
The applicants are also proposing to widen and maintenance excavate the existing basin
and canal with a bucket to barge to truck method. The existing dimensions of the basin is
150' x 105' with the new dimensions for the basin area at 170' x 270'. The existing
dimensions for the canal is 75' x 860' with the new dimensions at 120' x 870'. A total of
29,042 cubic yards would be removed and hauled offsite to a preapproved CAMA disposal
site. A total of 2,870 square feet of low marsh and 1,928 square feet of high marsh would
be removed during this process. The average existing depth within the basin area is -3.2'
nlw with the final proposed depth at -4.5' nlw. The average depth within the canal is -3.6'
with the final proposed depth at -4.75' nlw. The average connecting waters are at -4.8'.
11. Anticipated Impacts:
. The upland portion of this project would require the grading and filling of 343,688.4 ft2
Field Investigation Report:
Cape Lookout Marina Inc.
Page 04
with a finished impervious of 23.89 % within the AEC and 18.19% outside of the AEC.
The proposed docks and fingers would shade 8,295 ft2 and incorporate 39,000 ft2 of open
water within an excavated basin and canal. Approximately 2,870 ft2 of low marsh would
be excavated for the basin expansion and 1,928 ft2 of high marsh would be excavated
within the canal. The marsh within the basin is located landward of the existing bulkhead
that is functioning as a breakwater. The canal and basin excavation would cause the
disturbance of approximately 157,860 ft2 of shallow bottom habitat. The setting of pilings
would cause an increase in temporary turbidity. There would be no hindrance to
navigation due to all work being inside of the existing canal and basin. This
project has the potential to add additional access and increase the boating use of
Eastmouth Bay, with the addition of 350 boats.
Name: Heather Styron Date: 4/7/09 Morehead City
CAMA Major Permit Narrative
Property Address:
381 Bayview Drive
Harkers Island, NC 28531
November 3rd, 2008
Owner:
Cape Lookout Marina, Inc. (Ed Richards)
1136 Manor View Ct
Lynchburg, VA 24503
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
1. Type of Development
The property is located at 381 Bayview Drive on the north side of Harkers Island
in Carteret County. This project consists of demolition of an existing dock and
wooden bulkhead as well as a proposed 300 dry slip storage boat facility with 50 wet
slips. Attached, is the map given to us from the Shellfish ordinance office, only in this
request to indicate that the total number of slips does not exceed the maximum
number of seventy-five (50) as outlined in the Sanitation of Shellfish rules and
regulations for commercial marina's.
The existing access channel and private boat basin will be dredged deeper to
allow better access for marina traffic. The dredging as approved by the North
Carolina Division of Water Quality will be maintenance of a historically active
channel used by boats up to 30 feet in length.
This application is a request to remove existing slip, associated piles and
bulkhead, reconfigure the marina to accommodate fifty (50) slips on the east side of
the basin, dredging along the bottom of the basin and maintenance dredging within
the canal. With the new bulkhead in place, boardwalks will be provided in places,
such as, behind the wet slips and staging area's as shown on the plans. The dredge
depth is proposed at average -4.75 elevation which will result in approximately
29,041.90 cubic yards of material. Of that material, about 7,500 cubic yards may be
used on site if soil can be compacted for building subgrade.
2. Earth Disturbing Activities
a. Removal of the existing gravel parking and driveway.
b. Removal of concrete slabs on site and existing bulkead
c. Dredging of boat basin and access channel
d. Installation of vinyl/wooden bulkhead
e. Installation of proposed grades
f. Installation of stormwater devices
g. Installation of Dry Stack Facility
h. Construction of boat slips.
3. Drainage

Permitted Stormwater devices to be installed accordingly and as permitted by
Stormwater Permit No. SW8 030826
Maier leveleposift FermKiast revised 12127/06)
03-14ot V2
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name Project Name (if applicable)
Cape Lookout Marina, Inc. CAPE LOOKOUT MARINA
Applicant 1: First Name MI Last Name
ED RICHARDS
Applicant 2: First Name MI Last Name
BOB RICHARDS
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1136 MANOR VIEW COURT Lynchburg VA
ZIP Country Phone No. FAX No.
24503 US 434 - 455 - 9466 ext. 434 - 455 - 6780
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent(Contractor Information
Business Name
Stroud Engineering
Agent/ Contractor 1: First Name MI Last Name
RONALD D CULLIPHER
Agent/ Contractor 2: First Name MI Last Name
JOHNATHAN C ROBERTS
Mailing Address PO Box City State
151-A HWY 24 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 747 9 ext. - - ext.
FAX No. Contractor #
252 247 4098
Street Address (if different from above) City State ZIP
Email
v X11:
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APR
DENR. WATER QUALITY
%';E "49S AND ST0RhT' S. ER FRANC"
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
CARTERET 381 BAYVIEW DRIVE 1419
Subdivision Name City State Zip
HARKERS ISLAND NC 28531-
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 247 - 7479 ext. 0279, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
WHITE OAK EASTMOUTH BAY
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
-
-
NNatural ?Manmade ?Unknown VA 212(1
0
Zack SounJ
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
HARKERS ISLAND
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
707 876980.39
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
20.13 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) EL 1.50 ft NNHW or ?NWL -
e. Vegetation on tract
coastal fringe
ouAl /0- WICCA o?•??`'
?.54
ry
y
J
f. Man-made features and uses now on tract
Existing Marina House, wooded bulkhead, dock, septic
g. Identify and describe the existing land uses adiacent to the proposed project site.
Single Family homes and commercial boat basin
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 NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 5)
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 tank and field
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
Combination of three sand filters
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.
Marina facilities with 300 dry slips and 50 wet slips for commercial use, existing marina house with fuel
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Barge with excavator for removal of debris and to dredge, jet pump for pile setting, front end loader and dump truck for
hauling off dredge spoil. Equipment to be store on existing gravel parking area. Spoils to be taken off-site.
d. List all development activities you propose.
Dock removal, dredging, shoreline cleanup. Construction of new bulkhead, floating docks, wet slips, dry stack facilities, and
parking lot. The boat basin will have boardwalks as labeled on plans behind the bulkhead where the staging and wet slips
are.
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? 7.89 ?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.
Existing sheet flow over grass and Proposed sand filters with filter overflows
i. Will wastewater or stormwater be discharged into a wetland? ®Yes %No ?NA a
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ®No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Waters Edge of Macon City, LLC Phone No. NA
Address 432 Rocking Chair Lane, Franklin, NC 28734
Name Eugene O. Evans Phone No. NA
Address 733 Governor's Road SE
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.
NONE KNOWN
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful Jo the beast of my knowledge.
Date G OQ Print Name JCX,7,2 Gn lie,94 A.
Signature 4ZZ C .
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
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement. netr- ,,
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 '8.0_ 270' NA NA NA NA

Width `920- 120' 170' NA NA NA NA
Avg. Existing
Depth
SZ-1U__
-3.6 NLW
-3.2 NLW
NA
NA
NA
NA
Final Project
Depth
?W
-4.75 average
-4.5 average
NA
NA
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. silty sand
29,041.90 cy below NLW
C. (i) Does the area to be excavated include coastal wetlands/marsh d.
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
l 7a 8' ®CW ?ees?_?SAV ?SB
g124 ?WL ?None
'9 r_ (u) Describe the purpose of the excavation in these areas:
ris/
i i s, dastw4a
re. meA . A2 a1-Canal d- bow w t e,4,t
High-ground excavation in cubic yards.
N&Re-prepeged r o/ 3 G 3 C Y
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
off site by licensed hauler with appropriate permitting n dg4r_rm,^e of l extra anon
c. (i) Do you claim title to disposal area?
?Yes ®No ?NA
(ii) I no, attac a letter granting permission from the owner.
rZ7r/, G prior 4 eXCat/a+t0/1 04
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
d. (i) Will a disposal area be available for future maintenance?
( Yes ?No ®NA
(ii) If yes, where? f
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
(ii) Describe the purpose of disposal in these areas:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaImanagement.net revised: 12/26/06
Form CCM IVIP-Z (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
NBulkhead ?Riprap ?Breakwater/Sill
c. Average distance waterward of NHW or NWL: 93
?Other:
U. LU119LI1. GVYV II
Width: 1 If
i
d. Maximum distance waterward of NHW or NWL: Q6MAX 0
e. Type of stabilization material: f
VINYL AND WOOD BULKHEAD
g. Number of square feet of fill to be placed below water level. h
Bulkhead backfill FF Riprap
Qther
Breakwater/Sill ?W-2
i. Source of fill material. sue-
(i) Has there been shoreline erosion during preceding 12
months?
CKYes ZNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Type of fill material.
SAAla+ CL J G( a/ZG
4. OTHER FILL ACTIVITIES ZThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouoht to the site? ?Yes ZNo ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (513), 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 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)?
excavated material will be hauled off immediately backhoe, excavator, dump truck
c. (i) Will navigational aids be required as a result of the project?
?Yes ZNo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ZNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
P
Johnathan C Roberts (Agent Stroud Engineering)
Date `
Cape Lookout Marina
Project Name
Applic t e
plicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/26/06
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Proposed Dry Stack Facility with 300 dry slips and 50 wet
slips. Proposed 134 parking spaces with existing marina
house
1104.. I "!X f= 3*6 , A, _ i
c. Density (give the number of residential units and the units per
acre).
n/a
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
ZYB?QYes ?No ONA
(ii) If yes, list the date submitted: /
GrnJ4ji acO ?nL to
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.
18, l9 °l d? a?
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.
-13,8q °/ -JO ?-21/
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
7.89 AC
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
existing parking area is stone, possibly asphalt in future
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?
N Yes ?No NNA
(ii) If yes, list the date submitted: erm AJ
Describe proposed method of sewage disposal.
I s e sloe v SeDir, - Ie dd
:;; 424
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriaV
commercial effluent, "wash down" and residential discharges).
surface runoff from parkin area
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No NNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastaImanaciement.net revised: 12/26106
Form DCM PAP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
• community, public system, etc.)
??d T la,kC6S14A? 1 r un1Gr?Dk
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
A/-, i
o. When was the lot(s) platted and recorded?
MAY 14, 1974
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
2
Date
Cape Lookout Marina
Project Name
Johnathan C Roberts (Agent Stroud Engineering)
Applicant Name
Applic Signature
252-808-2808;: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
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 ?This section not applicable
a. (i) Is the docking facility/marina:
ECommercial ?Public/Government ?Private/Community
b. (i) Will the facility be open to the general public?
?Yes ENo
c. (i) Dock(s) and/or pier(s) 6
(ii) Number 6(2 floating(A-B), 4 fixed(C-F)) 50- ,
(iii) Length A-402' B-309' C-30' D-30't-+46Q'fi3$$'
(iv) Width A-5' B-5' C-5' D-5'
(v) Floating ®Yes ENo
e. (i) Are Platforms included? ?Yes ENo
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
50
(ii) Number of slips existing
0
i. Check the proposed type of siting:
E Land cut and access channel
EOpen water; dredging for basin and/or channel
?Open water; no dredging required
?Other; please describe:
Existing marina requiring maintenance dredginq
k. Typical boat length: less than 30' average
m. (i) Will the facility have tie pilings?
EYes ?No
•(ii) If yes number of tie pilings?
75
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
25
20'
?t , 3. S'
?Yes ENo
f. (i) Are Boatlifts included? ?Yes ENo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
51 Full service, including travel lift and/or rail, repair or
a zG maintenance service
® Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 50(this project)
E Dry storage; number of boats: 300
? 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).
mixed types capable of boating through channel, outboards
typical
1. (i) Will the facility be open to the general public?
CYes ENo
5GR 9/96
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06
Form DCM MP'-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
Z Office Toilets
Z Toilets for patrons; Number: 2; Location: Bath House
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary w?astewater.l ? lie-0
ns and tibPasGd Sep?ic la-Ak aAJ
c. Describe the disposal of solid waste, fish offal and trash.
Proposed dumpster on site
d. How will overboard discharge of sewage from boats be controlled?
"Pumpout Available" signs proposed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
n/a +wo J C,?lranca -b Mlirrt coo k- J GIB _?44
(ii) Give the location and number of "Pumpout Available" signs proposed.
jGR zf?G
f. Describe the special design, if applic/able, for contaim g industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N41k I V0 Q 11 o°t J Grp a g"
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. None proposed
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
r}e+?e pFeptsst'd S? u ?? of G noF OL L?ce? T Cl?i bhp Z oAe-
j. What will be the marina policy on overnight and live-aboard dockage?
not allowed
k. Describe design measures that promote boat basin flushing?
neee-ppepesed s ra.d „)9 bas .,A to s?ia??o.?rr ?o olGGlu' c7 t
1. If this project is an expansion of an existing marina, what types of services are currently provided?
none provided
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ZNo
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06
Form OCM MP-4 (Structures, Page 3 of 4) ?
? j
n. Is the marina/docking facility proposed within o adrl acent;to any shellfish harvesting area?
XYes NNo
02
o. Is the marina/docking facility proposed within or acent to oastal 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.
MCW [gSAV R/ZG ?SB
P9WL NNone
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.
'l
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?PubliGGovernment ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4, GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?PubliGGovernment ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanaciement.net revised: 12127106
Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian prope y lines
0 feet, existing slips outside riparian 150
Soo
b. Proximity of structure(s) to adjacent docking facilities.
67 feet
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
120 feet +/-
d. Water depth at waterward end of structure at NLW or NWL
avq 4.5' NLW
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER 0This section not applicable
a. Give complete description:
?T
Date
Cape Lookout Marina2
Project Name
Johnathan C Roberts (Agent Stroud Engineering)
Applicant Name /???
Applicant ignature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/27106
AN17TAWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor James H. Gregson, Director William G. Ross Jr., Secretary
Date (Z I? 01,
Name of Property Owner Applying for Permit:
EDP, ? lr . R 4&A4 94N s y CAP Lcb Y-bvfi t1?-c tit
Mailing Address:
34. VA P?' v..1 p (? V t E--j C`t-
1.-q N 2L. V Ar 2-4S-03
I certify that I have authorized (agent)
S' ou D IF-jjV1NE.F-? Nc,
to act on my
behalf, for the purpose of applying for and obtaining all LAMA Permits necessary to
install or construct (activity) M P'-r % NN p v" k--t r N G ,
at (any property located at) qtr T3, \): F?'Da. ?a-SEA-S l t L ,,aD N c-
This certification is valid thru (date) I t 13I I io
(:??g
IZI Z3 108,
Property Owner Signature
Date
400 Commerce Avenue, kiorehnMr! City.
oooaZIP i a ;;a s,a p e irn e n , av
Phone: [phone] FAY,: 252-2,17-3330 s Internet: wov4.-
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