20080603 Ver 1_CAMA Application_20080402

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Dt'rector Wiliam G. Ross Jr., Secretary
March 25, 2008
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Seater ~ualit,T
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit App
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Ub'ETLANDS AND STDRMir1ATER BRANCH
lication Review
Applicant: Graydon and Melba Tripp
Project Location: 551 Neptune Drive, Cape Carteret, Carteret County
Proposed Project: The applicant is proposing to install 2 new slips with the installation of a
boatlift in one slip area, maintenance excavation of an access channel and the
existing high ground basin, new dredging at the west side of the existing basin,
construction of a high ground deck and two retaining walls.
Please indicate below your agency's position or viewpoint on the proposed prof ect and return this form by
4/15/2008. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28~~7
Phone: [phone] FAX: [phone] Internet: www.nccoas~almznagemen~.ne~
An E~u31 Opporturnty 1 A~uma'rve Action Emplpyer - 50'•, FiacyCled 1 10°b Post Cons_~zr Pape'

MAJO PER1ti1IT FEE i~iAT~IX
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('14300 16Q1 x35100093 1625 6253} (24300 1602 435100a9:i 2341)
I. Private, non-commercial
development that does not $~50 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
It. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
IIL 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 a lies:
III(A). For Private non-
commercial development, if $250- 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
I II(B).-For public or
commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(C). If General Water
`- Quality Certification No. $400 60% ($240) 40% ($160)
3301 (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
a vatic life:
III(D). If General Water
L. Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) cannot
be a lied:
IV, For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

~~ ~ DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Graydon and Melba Tripp C/o Kathy Vinson
2. LOCATION OF PROJECT SITE: 551 Neptune Drive, Cape Carteret, off of Yaupon
Drive, off Hwy 24 in the western part of Carteret County.
Photo Index - 2000: 39-494 grid (N-14)(P-14)
2006: 39-8057 grid (I-11)(I-12)(J-11)(J-12)
State Plane Coordinates - X: 2584351.283 Y: 344594.099 Rover # J011509A
LAT 34°40'51.96831 LON 77°03'22.21256
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/15/08
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received - 1/22/08
Office -Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Cape Carteret
Land Classification From LUP -Residential
(B) AEC(s) Involved: CW, PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -none
Planned -none
(F) Type of Structures: Existing -basin, existing bulkhead, dock and 3 boatlifts at
the east side of the basin.
Planned -maintenance excavation of the existing high
ground basin and access channel. New dredging within the basin on the west side, install a
bulkhead, 2 new slips with one having a boatlift, construct a high ground deck and retaining wall
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shallow Bottom 984 ft2 N/A N/A
(B) Public Trust Area N/A N/A 144 ft2 Incorp.
(C) High Ground 900 ft2 7075 ft2 N/A
(D) Coastal Wetlands 423 ft2 N/A N/A
(D) Total Area Disturbed: 9526 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA, ORW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to insta112 new slips with the
installation of a boatlift in one slip area, maintenance excavation of an access channel and the
existing high ground basin, new dredging at the west side of the existing basin, construction of a
high ground deck and two retaining walls.

Graydon and Nlelba Tripp
Page 02
9. Narrative Description:
The Melba and Grayden Tripp project is located at 551 Neptune Dr. in Cape Carteret, Carteret
County. Neptune Dr. is found by turning south off of Hwy 24 east onto Yaupon Drive then west
at the second entrance for Neptune Drive. The site lies on the north side of Bogue Sound in this
area.
The subject property is 38,158.6 square feet in its entirety and ranges from 2'to 5.7' in
elevation above NHW. There are not any structures on the high ground portion of the site.
Along the shoreline of this property is a 15 wide by 180' long fringe of Coastal Marsh that
contains Smooth Cordgrass (~artina alterniflora). The high ground portion of the track is
vegetated with Loblolly Pine (Pinus taeda) and Wax Myrtle (Myrica cerifera).
There is an existing basin, which is shared by the applicants and the adjacent owner. The
basin currently measures 210' in length and and at its widest point 50' narrowing to 37'. The
current channel measures 115' in length and 130' narrowing to 65' in width. At this time the
adjacent owner currently has 3 existing boatlifts, and a bulkhead. The applicant wishes to add
two slips on their side of the basin with the total for the basin becoming five. They are also
asking for vinyl bulkhead, high ground deck, a boatlift, a high ground retaining wall parallel
and alongside the high ground deck and an additional retaining wall on the southwest corner
of the property to help prevent storm water from affecting the neighbor to the west. The
shoreline has a total length along the NHW line of 285 ft. There are single-family homes with
private docks on both sides of the proposed project along Bogue Sound.
The Division of Water Quality classifies this area as SA, ORW waters. This area is not a
Primary Nursery Area. No shellfish or SAV's were observed during site visits. This portion of
Bogue Sound is open to the taking of shellfish and is roughly a mile wide in this area. Cape
Carteret's Land Use Plan dated 2007 classifies this area as Residential. There are no shellfish
leases in this area.
10. Proiect Description:
This property shares an existing high ground basin with the adjacent property to the east. The
adjacent owners currently have three existing slips with boatlifts, dock and bulkhead. In order
for the applicants to have slips within the existing basin they are proposing two additional
slips and also to maintenance excavate the basin and channel, perform new dredging for the
new slip areas, install a 300' bulkhead, a 6'x60' high ground deck, install a 12'x12' boatlift in
one of the new slip areas, construct a high ground retaining wall measuring 70'x1' parallel and
along the sides of the high ground deck, and an additional 50' x 1' retaining wall on the
southwest corner to prevent storm water from affecting the neighboring property to the west.

Graydon and IVlelba Tripp
Page 03
In order to accomplish what is proposed the applicants are proposing to use a track hoe for the
excavation with the spoils stored a minimum of 30' above NHW. They are asking to maintenance
dredge the existing basin and channel. The basin is irregularly shaped and measures 210' in length
and 50' at its widest point. The narrowest portion is 37'. The access channel is 115' long and at its
widest point is 130' with it narrowing to 65'.
They are also proposing new dredging in a small fringe of coastal wetlands. In order to accomplish
this, they are requesting to excavate a 7' wide fringe of Coastal wetlands for a length 60'. The cubic
yards to be excavated for the total project will disturb 1179 ft2, which includes the high ground
excavation. Water depths in the existing basin are at -2.3' NLW. The final depth for the excavation
area in the existing basin will not exceed -3.9 feet below NLW. The channel is at a depth of -2.5'
and will be -3.9' at NLW when the project is complete. The connecting waters are at a depth of -
3.9ftbelow NLW. Substrate composition is mostly silt.
The applicant is also requesting a vinyl bulkhead measuring 300'. It will be installed along the
eastern and southern shorelines of the property. It will be installed landward of the NHW and
remaining coastal wetlands.
Two retaining walls are also being proposed. One retaining wall measuring 50'x 1' and will be
installed on the southwest upland corner to help prevent storm water from impacting the neighboring
property to the west. The second retaining wall will be installed parallel and along side the high
ground deck which will be 6' x 60' at grade near the head of the basin.
A 12' x 12' boatlift is requested for part of this area where the high ground deck is being proposed. A
second smaller area at this deck is also being requested as a wet slip.
11. Anticipated Impacts:
This proposed installation of the new boatlift and pilings would result in temporary turbidity
and would incorporate 169 square feet of Public Trust Area. An increase in turbidity will also
occur during excavation and incorporate 984 ft2 of shallow bottom. The area proposed for
excavation is a silt shallow bottom habitat. A small fringe of coastal marsh would be
excavated during this project and would incorporate 423 ft2. However there should be no
adverse impacts. Through site observation and aerial photos this small fringe volunteered after
the high ground basin was dredged in. There is not a potential to impact SAV's or shellfish
with docking ingress and egress due to the lack of SAV's and shellfish in this area.
Heather Styron Morehead City March 24, 2008

COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827
Morehead City, NC 28557
Office 252.354.4916
Cell 252.240.9297
March 17, 2008
Ms. Heather Styron
NC Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557

Re: Major Permit Application
Graydon and Melba Tripp
551 Neptune Drive
Cape Carteret, NC
Dear Heather:
Enclosed are the revised Major application forms, narrative, and project plans that you requested for this
project when we met on March 12. Also enclosed is a copy of the recorded subdivision plat for the Cape
Carterett Subdivision, dated June 11, 1964. The highground basin currently located adjacent Lot #5 (the
Tripps' property) and Lot #6 in Block Q is not shown on this plat. The current area of the basin is shown
as high ground on the original plat.
We appreciate all of your help with this project. Please call me at 252-240-9297 if you have questions or
need additional information.
Sincerely,
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Kathy B. Vinson, AICP
Enclosure(s)
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ACM rr-1
ArPLICAfl,N for
Mee Der~lopm~t Permlt
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Infon»ation
Business Name Project Name (if applicable)
N/A n/a
Applicant 1: First Name MI Last Name
Graydon W. Tripp
Applicant 2: First Name MI Last Name
Melba Tripp
If additiona! applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
105 Marion Drive Greenville NC
ZIP Country Phone No. FAX No.
27858 USA 252 - 756 -4422 ext. n/a 252 - 756 -4422
Street Address (~f different from above) City State ZIP
n/a -
Email
trippg@suddenlink. net
2. AgenlbContractorlnformation
Business Name
Coastal Planning Services, Inc.
AgenU Contractor 1: First Name MI Last Name
Kathy B. Vinson
AgenU Contractor 2: First Name MI Last Name
n/a
Mailing Address PO Box City State
P.O. Box 827 827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 0827 252 - 354 - 491 6 ext. 252 - 240 - 9297 ext.
FAX No. Contractor #
252 247-5875 n/a
Street Address (-f different from above) City State ZIP
n/a -
Email
[e-mail]
<Form continues on back>
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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 551 Neptune Drive n/a
Subdivision Name City State Zip
Cape Carteret Subdivision Part-B Section IV Cape Carteret NC 28584 -
Phone No. Lot No.(s) (rf many, attach additional page with list)
n/a - - ext. 19,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Bogue 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 Bogue 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.
Town of Cape Carteret
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
285' 38,158.6 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
38,158.6 sq. ft., NWL (normal water level)
(Jf many lot sizes, please attach additional page with a list) 5' ®NHW or ^NWL
e. Vegetation on tract
Grass, trees, and shrubs
f. Man-made features and uses now on tract
none
g. Idenfdy and describe the existing land uses adJacent to the proposed project site.
Single-family residences are located on either side of property.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-20 Single-family residential (Attach zoning compliance certficate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes No NA
If yes, by whom? n/a
I. 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>
m. p) Are tnere wetianas on
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
®Yes ^No
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment
None.
o. Describe existing drinking water supply source.
None.
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 ^PubliUGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will allow for daily boating use of existing highground basin.
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.
A trackhoe will be used for excavation and a bulldozer will spread spoils on-site. One trackhoe and one bulldozer will be
stored on-site.
d. List all development activities you propose.
Maintenance excavation of boat basin and access channel and additional new excavation of basin, installation of bulkhead
and boat lift, construction of high-ground deck and retaining wall, and application of fill (de-watered spoils) in low areas of lot.
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? 7,075 ®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.
Surtace water run-off to Bogue Sound.
i. Will wastewater or stomtwater 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 mtigation proposed? ^Yes ®No ^NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additionallnformation
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) arse 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, plts,,drawinga to_distinguish
between work completed and proposed. -`~~'
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c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site- 3 _ . ~_,;;
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 Paxon McLean Holz
Phone No. 252-393-8144
Address 106 Manatee Street, Cape Carteret, NC 28584
Name Joyce M. Brogdon
Phone No. 252-393-8839
Address 553 Neptune Drive, Cape Carteret, NC 28584
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pemtittee, and issuing dates.
General CAMA permit #42701 issued to Bill and Paxon Holz on 11/11/2005.
General CAMA permit #47372 issued to Paxon Holz on 11/02/2006.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
~ 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date -March 17, 2008.
Signature
Print Name -Kathy B. Vinson
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Please indicate application attachments pertaining to your proposed project. ~~.,<+~' _ °' i~;r'
®DCM MP-2 Excavation and Fill Information pDCM MP-5 Bridges and Culverts
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Form DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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PROJECT DESCRIPTION
Graydon and Melba Tripp
Carteret County
March 17, 2007
The proposed project will allow for daily boating use of an existing highground boat basin
located at 551 Neptune Drive, Cape Carteret, North Carolina. The project site is located adjacent
Bogue Sound and is currently undeveloped. The property shares an existing high-ground basin
with the adjacent property located to the east.
The basin was dug from high ground portions of the two lots that now share the basin. The two
residential lots adjoining the basin are shown on the original subdivision plat for the Cape
Carterett Subdivision Part-B Section IV, Block Q as Lots 5 and 6. The plat, recorded on June 11,
1964, does not show the basin. The current area of the basin is shown as high ground areas of
Block Q, Lots 5 and 6 on the original plat.
The neighbor on the east has an existing bulkhead, dock, and three boatlifts in the basin. There
are no existing structures on the west side of the basin adjoining the Tripps' property. General
permits have been issued in recent years to the adjacent neighbor for maintenance excavation of
the basin and channel, but it is our understanding that the work was not performed.
The Tripps are applying for permits to maintenance excavate the basin and access channel and
perform new dredging within the basin near their property, install a bulkhead and boatlift, and
construct ahigh-ground deck and adjacent retaining wall. The project also includes spreading de-
watered dredge spoils on the high-ground area of the Tripps' property.
As previously noted, the shared boat basin currently contains three boat lifts/slips for use by the
neighboring property owner. The proposed work will accommodate two additional boats on the
west side of the basin, for a total of five boat lifts/slips in the shared basin.
The irregularly shaped high-ground boat basin measures 210' in length and at the widest point will
measure 50'. The narrowest portion of the basin will measure 37' in width. The access channel is
115' long and measures 130' narrowing to 65'. A trackhoe will remove a total of 984 cubic yards
of sand and mud below Normal High Water for the access channel and boat basin. High-ground
excavation will remove 195 cubic yards of sand and mud. Approximately 47 cubic yards of spoil
material will be deposited on the project site in an area located more than 30' from the shoreline
and will be contained by a sediment fence until dry. Once dry, the de-watered spoils will be
spread on low areas of the property and will also be used as backfill for the bulkhead. The
remaining spoils (approximately 1132 cubic yards) will be trucked off-site to apre-approved
disposal site.
The applicants are requesting to dredge a fringe of coastal wetlands measuring approximately 60'
in length near the head of the basin. The wetlands appear to have "volunteered" after the basin
was dredged from high ground. The purpose of dredging in this area is to allow sufficient width
to maneuver a small boat within the basin and to avoid the boat lift pilings from infringing upon
the one-quarter rule for construction within a water body.
Representatives of the NC Divisions of Marine Fisheries and Water Quality have been on-site tp g ;; ~ .~
review the wetland fringe proposed for dredging. It is our understanding from the on-site
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Project Description
March 17, 2008
Page Two
meetings that the representatives will not object to dredging in the wetland fringe. Approximately
423 square feet of wetlands will be impacted by the work.
It should be noted that a much wider area of coastal wetlands adjoins the Tripps' property near
the mouth of the basin, as shown on the project plans. No excavation within the wider area of
wetlands is proposed.
A high-ground deck measuring 6' x.60' is proposed for construction "at grade" near the head of
the basin. The deck will be used for access to the proposed boatlift measuring 12' x' 12'. A
second small boat will be accommodated by use of a spring line attached to the deck. A retaining
wall (72' x 1') is proposed for installation parallel and along the sides of the high-ground deck.
A vinyl bulkhead measuring 300 linear feet will be installed along the eastern and southern
shorelines of the property. The bulkhead will be installed landward of Normal High Water and
the remaining wetlands. An additional retaining wall measuring 50' x 1' will be installed on the
southwest upland corner of the property to prevent stormwater from adversely affecting the
neighboring property to the west.
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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
NLW Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL stabilization
Length 115' n/a 210' n/a n/a n/a n/a
130'

Width
narrowing to
n/a S0' narrowing
'
n/a
n/a
n/a
n/a
65' to 37
Avg. Existing '

Depth _2.5
NLW n/a -2.0' n/a NA NA n/a
Final Project '

Depth -4.0
NLW n/a -3.0' n/a NA NA n/a
7. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
984 cY
c. (i) Does the area to be excavated include 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 423 ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
A fringe of coastal marsh is proposed for excavation to provide
adequate width in basin to maneuver small boats and to avoid
boatlift from exceeding 1/4 width of basin.
^This section not applicable
Type of material to be excavated.
mud and sand
d. High-ground excavation in cubic yards.
195 cy
2. D/SPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area b. Dimensions of disposal area.
Approximately 47 cy yards will disposed on-site. The 22' x 52' for onsite disposal of 47 cy. The off-site disposal
remaining spoils (approximately 1132 cy will be trucked off- areas for the remaining 1132 cy will consist of .5 acre.
site to apre-approved disposal site.
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) Dces the disposal area include any coastalwetlands/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?
n/a
(i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water area is affected? .- .
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3. SHORELINE STABILIZATION ^This section not applicable
(!f development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization: b. Length: 300'
®Bulkhead ^Riprap ^BreakwatedSill ^Other: Width: 1'
c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 0
e. Type of stabilization material:
vinyl sheet pile.
g. Number of square feet of fill to be placed below water level.
Bulkhead badcfill 0 Riprap n/a
Breakwater/Sill n/a Other n/a
i. Source of fill material.
Dried spoils from basin.
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.
n/a
h. Type of fill material.
de-watered dredge spoils
~. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
~. (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,
(ii) Amount of material to be placed in the water n/a
(iii) Dimensions of fill area n/a
(iv) Purpose of fill
n/a
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the fill in these areas:
n/a
I5. 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)?
Silt fencing, seeding, and mulching. Trackhoe
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
n/a environmental impacts.
n/a
March 17, 2008
Date
Project Name
Graydon and Melba Tripp
AP
plicant Name
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plicant Si ture `;~~~ . ~
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Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
Type and number of buildings, facilities, units or structures
proposed.
One high-ground deck measuring 6' x 60' is proposed for
construction "at grade" adjacent the proposed boat lift. A
retaining wall measuring 72' 1' is proposed for installation
parallel and along the sides of the highground deck. An
additional retaining wall measuring 50' x 1' will be installed
on the southwest upland corner of the property to prevent
stormwater from adversely affecting the neighboring
property to the west.
b. Number of lots or parcels.
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) tf applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
^Yes ^No ®NA
(ii) If yes, list the date submitted: n/a
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.
Less than 1 %.
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
0%
j. Describe proposed method of sewage disposal.
None.
I. 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 to Bogue Sound.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
7075 sf (0.16 acre)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
No impervious surfaces proposed.
h. Projects that require a CAMA Major Development Permit may also
require a stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
^Yes ®No ^NA
(ii) If yes, list the date submitted: _n/a
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 ,- U ;~
design? ~ '
^Yes ®No ^NA <"'
If yes, attach appropriate docu ntation.
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
None.
o. When was the lot(s) platted and recorded?
June 11, 1964
March 17, 2008
Date
Project Name
Graydon and Melba Tripp
ap
plicant Name
~. l/~~~ p
pli ant Sign t re
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii) If yes, how many acres? n/a
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ^No ®NA
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to 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: b. (i) Will the facility be open to the general public?
^Commercial ^PubliGGovemment ®Private/Community ^Yes ®No
c. (i) Dock(s) andlor pier(s)
(ii) Number 0
(iii) Length n/a
(iv) Width n/a
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number n/a
(iii) Length n/a
(iv) Width n/a
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2 new slips for total of 5 slips in shared basin
(ii) Number of slips existing
3 in shared basin
d. (i) Are Finger Piers included? ^Yes ®No
If yes:
(ii) Number n/a
{iii) Length n/a
(iv) width n/a
(v) Floating ^Yes ®No
f. (i) Are Boatlifts included? ®Yes ^No
If yes:
(ii) Number 1
(iii) Length 12'
(iv) Width 12'
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: 5
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
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: 20' to 24'
m. (i) Will the facility have tie pilings?
^Yes ®No
(ii) If yes number of tie pilings?
n/a
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
i ~~,1 .
`~' .~,
I. (i) Will the facility be open to the general public?`~" '
^Yes. ®No

~ 2. DOCKING FACILITY/MARINA OPERATIONS ^This section not applicable ~
a,/`e. ~ o ~ ~~n ~pa.s,' ~ ~ ~ Cons~i"Kc7`- 0.- -~ a~ %.-~ ~

a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
~`Cv ^ Toilets for patrons; Number: ;Location:
~~ ^ Showers
y~, ^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
n/a
c. Describe the disposal of solid waste, fish offal and trash.
n/a
d. How will overboard discharge of sewage from boats be controlled?
n/a
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
n/a
(ii) Give the location and number of "Pumpout Available" signs proposed.
n/a
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
n/a
g. Where will residue from vessel maintenance be disposed of?
n/a
h• Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location offuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel-handling proposed.
j. What will be the marina policy on overnight and live-aboard dockage?
n/a
k. Describe design measures that promote boat basin flushing?
Proposed water depths in basin are equal to or shallower than the adjoining waters of Bogue Sound.
If this project is an expansion of an existing marina, what types of services are currently provided?
n/a
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
QYes ®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 (V11L)? if any boxes are checked, provide the number of square feet affected.
®CW 423 ^SAV ^SB - A"
,.~~
QWL ^None '
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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.
n/a
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): b. Number
^Commercial ^PubliGGovernment ^Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7, GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Outermost piling of boat lift is 18' from adjacent riparian
property line.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
50' at boat lift location
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,
b. Proximity of structure(s) to adjacent docking facilities.
40' to closest boat lift in adjacent property's docking facility.
d. Water depth at waterward end of structure at NLW or NWL
3.0'
8. OTHER - > ' :; rThis section not applicable
~~

a. Give complete description:
One highground deck measuring 6' x 60' is proposed for construction "at grade" adjacent the proposed boatlift. The deck will be
used to moor one boat by use of a spring line in addition to the boat to be stored on the proposed lift. A retaining wall
measuring 72' x 1' is proposed for installation parallel and along both sides of the highground deck. An additional retaining
wall measuring 50' x 1' will be installed on the southwest upland corner of the property to prevent stormwater from adversely
impacting the neighbor to the west.
March 17, 2008
Date
Project Name
Graydon and Melba Tripp
plicant Name ~~ JJ
U~ ;~ P
pli nt Signa e
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