20110282 Ver 1_CAMA Application_20110328

2 0 1 1 28 2
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
MEMORANDUM:
March 23, 2011
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protectio
Dee Freeman
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: Jewell, John & Susan - (c/o: S. B. Conway, Agent)
Project Location: 118 Aqua Dr. & 208 N. Channel Haven Dr., adj. to the Channel
Haven subdivision canal, in Masonboro Sound, New Hanover Co.
Proposed Project: Applicant proposes to construct a new bulkhead waterward of
existing dilapidated wooden bulkhead, perform maintenance
excavation and reconfigure existing fixed platforms and floating
docks
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by April 16, 2011. If you have any questions regarding the proposed
project contact Robb Mairs [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
SIGNED DA'
400 Commerce Ave., Morehead City; NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmana.gement.net
An Equal Opportunity \. Affirmative Action Employer
One
NorthCarofina
;W1114allY
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: John and Susan Jewell
2. LOCATION OF PROJECT SITE: 118 Aqua Drive and 208 North Channel Haven Drive, adjacent to the
Channel Haven subdivision canal, in Masonboro Sound, in New Hanover County.
Photo Index - 2006 : 21-7385, 18, L 2000: 21-265: 18, M 1995: 21-248: 22, K
State Plane Coordinates - X: 2343151 Y: 148430 GPS - 0-031413A
Latitude: 34°09'08.75820"N Longitude: 77°51'57.17223"W
INVESTIGATION TYPE: CAMA/D & F
4
6.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/23/2010, 03/14/2011
Was Applicant Present - Yes (agent), No
PROCESSING PROCEDURE: Application Received - 03/10/2011
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover Co.
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved: CW, EW, PT, ES
Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - None
(F) Type of Structures: Existing - Single-family residence, vacant lot, storage building, dilapidated wooden
bulkhead, elevated drainage pipe, access pier, elevated platforms, enclosed building partially over open water and
floating docks.
Planned - New vinyl bulkhead, maintenance excavation and reconfiguration of
existing platforms and floating docks.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (Coastal) 226 sq. ft.
(B) Non-Vegetated Wetlands (Open water) 2,400 sq. ft. 1,760 sq. ft. 1,161 sq. ft.
(Inco orated)
(C) Other (Highground) 880 sq. ft.
(D) Total Area Disturbed: 6,427 sq. ft. (0.147 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
PROJECT SUMMARY: The applicants proposes to construct a new bulkhead waterward of existing dilapidated
wooden bulkhead, perform maintenance excavation and reconfigure existing fixed platforms and floating docks
within the Channel Haven subdivision canal in Masonboro Sound.
Jewell
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 118 Aqua Drive (Lot 65) and 208 North Channel Haven Drive (Lot 66), adjacent to the Channel
Haven subdivision canal and Masonboro Sound, in New Hanover County. To locate the properties of interest from the
Wilmington Regional Office (WiRO), travel southwest on Cardinal Drive Extension until you reach Eastwood Road. Turn left
at Eastwood Road and travel east approximately 2.0 miles until you reach Military Cut-Off Road. Turn right on Military Cut-
Off Road and continue onto Oleander Drive for approximately 3.3 miles until you reach Pine Grove Drive. Turn left onto Pine
Grove Drive and travel south for approximately 2.0 miles until you reach Masonboro Loop Road. Turn right onto Masonboro
Loop Road and travel south approximately 2.5 miles until you reach the Channel Haven subdivision, which would be located on
the left. Turn left onto Channel Haven Drive South and then turns left onto Channel Haven Drive North. Turn left onto Aqua
Drive and then turns right onto Channel Haven Drive North. The properties of interest would be located on the right.
The applicants own the two contiguous lots, which total 0.66 acres with 160 linear feet of shoreline along the canal. The
properties are located between two residential properties with existing single-family residences. The lots average approximately
10 feet above normal high water (NHW) and are vegetated with lawn grasses, pine trees and shrubbery. The applicants maintain
a two story single-family residence on Lot 65, which is located facing Aqua Drive. Lot 66 is undeveloped, which faces Channel
Haven Drive North. A storage shed is located on the eastern portion of the lot. There is drainage ditch between the property
and Channel Haven Drive North that appears to connect to a drainage pipe within a 10 foot drainage easement along the Lots 65
and 66. The outfall drainage pipe is located and elevated above an existing 160 linear foot dilapidated wooden bulkhead that is
located along the entire shoreline of these lots. During an on-site reconnaissance, it was observed that the drainage pipe was
discharging clear water into the canal. There is a sharp transition of elevation from the highground to the shoreline along these
properties. The soil between the highground and the existing wooden bulkhead appears to have been eroded due to the lack of
maintenance of the bulkhead. This is evident due to the exposed tie-back anchor system and the waterward bow within the
bulkhead alignment, especially on the eastern portion of the property. It appears that the lack of maintenance is currently
allowing for the NHW boundary to occur approximately 10 feet landward of the bulkhead; further, the lack of maintenance of
this bulkhead has allowed an area of coastal wetlands to colonize in an area of approximately 226 sq. ft. on the landward side of
the most easterly end of the bulkhead, consisting primarily of smooth cordgrass (Spartina alterniora). Other vegetation in this
same area includes sea oxeye (Borrichia frutescens) and other potential Section 404 type vegetation. The remaining area on the
landward side of the bulkhead is void of coastal wetlands. The bulkhead currently ties into existing bulkheads located on the
adjacent properties on the upstream and downstream portion of the property. The adjacent property owner to the east (Park, 212
Channel Haven Drive North) has recently constructed a new vinyl bulkhead and new docking facility along their property within
the last year or so through a CAMA General Permit No. 53955 that was issued on 9/10/2009.
Located on the highground portion of lot 65 is an uncovered platform, measuring 10 feet in length by 11 feet in width. An
access pier, measuring 29 feet in length by 3 feet in width extends waterward from this platform across the property boundary to
lot 66. This pier terminates onto a fixed platform, measuring 6 feet in length by 9 feet in width, which is located over open
water. An access ramp leads onto a floating dock, measuring 21 feet in length by 6.5 feet in with that runs parallel to the
existing bulkhead. Located on the landward side of the existing bulkhead within the central portion of lot 66 are an existing
uncovered platform, measuring 37 feet in length by 14 feet in width and a 12 in length by 14 feet in width that are accessed from
wooden steps. On the eastern side of this platform is an enclosed building, measuring 14 feet in length by 14 feet in width. The
pilings under this building are leaning waterward as well, which appears to be due to the loss of soil behind the failing bulkhead.
Waterward and accessed from the platforms is another uncovered platform, measuring 21 feet in length by 8 feet in width
located over open water. Two access ramps lead to existing floating docks that run parallel to the bulkhead, one measuring 21
feet in length by 8 feet in width, and the other measuring 61 feet in length by 8 feet in width. DCM could not locate a previous
CAMA Permit for the existing structures aforementioned. Based on aerial photography review, it appears that water dependent
structures have been in place at this location since 1978. The existing docking facility could potentially accommodate up to four
(4) vessels (See Sheet 1 of 3, 3 of 3 and photographs 1-14).
In the project area, the waters are classified as SA by the NC Division of Water Quality, and they are CLOSED to the harvest of
shellfish. These waters are designated as Primary Nursery Area (PNA), by the NC Division of Marine Fisheries.
Jewell
Page 3
PROPOSED PROJECT:
The applicants proposes to construct a new bulkhead waterward of existing dilapidated wooden bulkhead, perform maintenance
excavation and reconfigure existing fixed platforms and floating docks within the Channel Haven subdivision canal in
Masonboro Sound. The application states that a new 160 linear feet vinyl bulkhead would be located just waterward of the
existing dilapidated bulkhead in a straightened alignment. The applicants also request to perform maintenance excavation
within the existing slips to bring back the water depth, which were authorized through Channel Haven POA CAMA Major
Development Permit No. 141-90. The proposed maintenance dredging limit would be 160 feet in length by 15 feet in width to a
final project depth of -4.0 feet at normal low water (NLW). The application states that 177 cubic yards of material would be
mechanically removed and placed onto the applicants' highground at least 30 feet from NHW during the de-watering process.
The material would be stabilized with proper silt fencing. The area between the new bulkhead and the highground would be
filled with the excavated material once it has de-watered and any additional fill material from an upland source would be
brought it to bring the final grade up approximately 5 feet above existing grade level to top of new bulkhead.
The application states that the existing enclosed building and a section of the uncovered platform would be removed and the
building would be located onto highground outside the 30 foot coastal shoreline buffer. The existing lower platform that is
located over open water would be raised up to the same elevation as the upper platform as well. The application sates that the
existing floating docks would be brought back into their previous locations. The existing access pier and fixed platform on the
western portion of the shoreline would remain as well (See Sheets 2 of 3 and 3 of 3).
10. ANTICIPATED EWPACTS
The proposed new bulkhead would incorporate approximately 1,760 sq. ft. of Estuarine Waters in the area landward of the
dilapidated wooden bulkhead, and 240 sq. ft. of Public Trust Areas. The proposed bulkhead would also incorporate 226 sq. ft.
of Coastal Wetlands that primarily consist of smooth cordgrass (Spartina alterniflora) and sea oxeye (Borrichia frutescens),
which appears to have colonized on the landward side of the existing bulkhead due to the lack of maintenance. The bulkhead
would disturb approximately 640 sq. ft. of highground for the associated backfill and tie-back anchor system. The proposed
maintenance excavation would disturb approximately 2,400 sq. ft. of shallow bottom that has been previously disturbed through
CAMA Major Development No. 141-90 (Channel Haven POA). The mechanically removed material would be placed onto
highground and would disturb approximately 240 sq. ft. of Estuarine Shoreline. The proposed floating docks and platform re-
configuration would incorporate approximately 921 square feet of Estuarine Waters and Public Trust Area. Minor increases in
turbidity should be expected during construction. The structures would extend approximately 12 feet into a waterbody which
measures approximately 48 feet across. As proposed, some of these structures would continue to encroach into the adjacent
riparian property owners' 15 foot setback requirement; however, the applicants have received waivers from each adjacent
riparian property owners to allow for the encroachment.
Submitted by: Robb L. Mairs Date: 03/23/2011 Office: Wilmington
Southeastern Coastal Construction Company, Inc.
DBA Southeastern Marine Contractors
Stephen B. Conway, Owner-Unlimited Contractors License & Fully Insured
910.538.973 7 A 0. Box 7363 Wilmington, NC 28403
910.791.4319 [e-mail]
John and Susan Jewell Bulkhead Project Narrative
Southeastern Coastal Construction Company has been contracted by John and Susan
Jewell of 118 Aqua Drive to install a new straight bulkhead and improve the appearance of the
existing structures in front of their properties at 118 Aqua Drive and 208 North Channel Haven.
On paper the existing situation does not look all that bad but when you view the pictures and
visit the site you will understand why they need to improve the situation which they inherited
when they purchased the property. The previous owner through lack of maintenance probably let
this property evolve into what you see now. John and Susan Jewell have spent the past few years
saving up funds to return this property back to its original condition.
Starting from the West end of the property and working my way Eastward, I will describe
the existing conditions. Pictures 1- 4 show a storm drain pipe which comes out on the other side
of a small deck and the lack of soil behind the existing bulkhead. We have inspected the drain
pipe and there is no evidence of any problems with the flow of water through it or leaks other
than that of the water pouring out of the end of the pipe as it should. The main issue with this
property is the soil has been leeching through the wood wall for years into the channel such that
the current soil height is 2 ft. 6 in. below the top of the existing wall. This has left all of the
tiebacks exposed to the elements which have helped increase the rate of corrosion (see picture 5).
Pictures 6 -9 denote the two different deck heights. The 21 X 7.9 ft. deck is approximately about
2 ft. lower than the 37 X 14 ft. deck. My clients would like to raise the lower deck to match the
upper deck height. However, the main issue to address in this picture is where the wall is failing
and starting its long and continuous bow which gradually extends out 2 ft. from its original
placement. The failure is largely due to the corrosion of the exposed tiebacks. Another cause
according to the previous owner is that a tree fell on the wall and further assisted the outward
push of the wall. Another concern is the leaning storage building that has also shifted with the
dirt and wall (see pictures 10-13). The building is probably not stable enough to make it through
another hurricane. Therefore, the Jewells are willing to relocate this non-conforming structure to
the top of the hill behind the 30 ft. coastal shoreline buffer setback line. In addition, my clients
are willing to remove a 12 X 14ft. section out of the existing 37 X 14ft. upper deck so that the
new bulkhead can extend from West to East in a straight line. Next, see pictures 14 andl5 and
reference back to pictures 12 and 13. Due to this wooden bulkhead failing and the loss of soil
from behind the existing bulkhead, there is about 226 sq. ft. of colonized smooth cord grass that
has come up behind the old bulkhead within the last 4 years due to the removal of canopy which
removed the shading. The Jewells would like their new vinyl bulkhead to run in a straight line
from West to East which would mean that the new vinyl bulkhead would run in front of the old
wooden bulkhead as close as possible until about where the steps from the upper deck extend to
the lower deck. At that point the new vinyl bulkhead will be placed behind the old wooden
bulkhead and once finished the old wooden bulkhead will be removed. This will establish a
straight line and allow the existing floating docks which dimensions will remain the same to be
moved closer to the wall and opening up the channel by 1 ft or more. Once the new vinyl
bulkhead is in place they would like to dredge in front of the new bulkhead for a length of 160 ft.
out 15 ft. to bring the water depth to negative 4 ft. at low tide as per permit 141-90 Channel
Haven POA.
We are seeking a favorable decision on this matter because in our opinion the
environmental impact of completing this project far outweighs the impact of doing nothing for
several reasons. First, during high tide if any marine life finds its way through the existing
wooden bulkhead it will probably suffer when the water recedes and the marine life is left to
suffocate and overheat in the sun because it cannot find its way back out from behind the
existing wooden bulkhead. Secondly, if the existing wooden bulkhead is left in place it will
continue to allow dirt to filter through it thus filling up the channel with sediment. Also, the
exposed tiebacks will continue to corrode and fail one by one thus allowing the wall to push the
docks further into the channel.
As a concession for backfilling behind the new vinyl bulkhead, including the 226 sq. ft.
of colonized smooth cord grass, the Jewells are willing to give up 364 sq. ft. of their existing
structure. This includes the nonconforming storage building and a 12 X 14 ft. section of their
upper deck. In addition, the dredging will help open the channel for easier boating access and
increase the flow and flushing of water in that channel during tide changes. Along with these
improvements, the new grasses and plants that will thrive in the dirt behind the new bulkhead
will help increase water quality from surface water runoff for the marine environment. All of
these reasons will create a much more environmentally friendly coastal habitat for marine life
along this channel which has so many environmental concerns.
Thank you for your consideration of this project request.
Sincerely,
Southeastern Coastal Construction Company
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
AGENT AUTHORIZATION FORM
Date: ?-01-/
Name of Property Owner Applying for Permit: Name of Authorized Agent for this project:
Owner's Mailing Address:

Phone Number (I I'D ) ?-9 7 ' 3a8
Agent's Mailing Address:
1S 7 Rfq? I'Ie
LlJ; ?rv?I na ?- A c
Phone Number (910) S3-3 73 7
I certify that I have authorized the agent listed above to act on my behalf, for the purpose of applying
(my property located) at I t /4ch c?a. p r d- 20 /ll C C?/? vt ( f??
This certification is valid thru (date) 1 72- - 3 1 1
Pro a Owner Signature Date
127 Cardinal Drive Ext., Wilmington, NC 28405 One
NorthCarolina
Phone: [phone] FAX: [phone] Intemet: www.nccoastalmanagement.net Naturalljl
An Equal opportunity 1 Affirmative Action Employer
for and obtaining all CAMA Permits necessary to install or construct the following (activity):
ON MP-1
APPLICATION for
Major Development Per.mft
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
2. Agent/Contractor Information
Business Name
SNc A Pn c CDC"
Agenut/ Contractor 1: First Name
Agent/ Contractor 2: First Name
Mailing Address
ZIP
203 .
FAX No.
Street Address (if different from above)
Finail
wCt.`a. ? 'J?? J 0?1 c?-
MI Last Name
MI Last Name
PO Box City I
W,'Wtt'1
Phone No. I Phone o. 2
to -S'J9 - 9737ext.
Contractor #
?3a?3
City State ZIP
L,'L cr ? t CCU
<Form continues on back>
State
N-C
ext.

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
A
Subdivision Name City State Zip

Phone No. p
Wo--2 l cc ext. Lot o.(s) (if many, attach additional page with list)
4s- *- Ij
a. In which NC river basin is the project located?
I b. Name of body of water nearest to proposed project
Cal - V-
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 *anmade ?Unknown
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
,XYes ?No work falls within.
1 N11
V
4. Site Description
a. Total length of shoreline on the tract (ft.)
&) 01
c. Size of individual lot(s)
(If many lot sizes, please attach additional page with a list)
b. Size of entire tract (sq.ft.)
a-71 ! a ;l.. 5 -
d. Approximate elevation of tr ct above NHW (normal high water) or.
NWL (normal water level)
/40 / . WNHW or ?NWL
e. Vegetation on tract
?4^r?S St ? ?- I r'-e es
f Man-made features and uses now on tract
L c,+ f mA4 & w tk-?, PAt c r bock
?=:x4 ?)OCX rid F? bVCK 0"'0' s 6-A
g. Identify and describe the existing land uses adiacent to the proposed project site.
9es 4 '&
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable).
Res ?d et, )<Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes o
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes KNo 5QNA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes No NA
National Register listed or eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
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 QNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
y Sec?er-
o. Describe existing drinking water supply source.
6+.r"
U3 ( 1 E S
p. Describe existing storm water m agement or treatment systems.

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.
?osr.?` , w recce ' i?
c. Describe the oposed 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. ( i
U?Se q +< ?Jrti? d U Q0. ' ll tr\6.W? tnr.Q,v- -o (?1I?11Ie ,?jLLL P3 i
d. List all development activities you €propose.
S11 aC.W +???} ?'?,IoJL , ?On fAn-or?„? S Wr?
(Boa# ?,aL. sh?d? 5? ?? e?c;s??n?1ou'n? toc`?ks
e. Are the proposed activities maintenance of an existing project, new work, or both?
O
I. What is the approximate total disturbed land area resulting from the proposed project? q.Ft or ?Acres
S _.
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes Xf4o ONA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
IA-tf?T?.G. ?lv. ?
i. Will wastewater or stormwater be discharged into a wetland? ?Yes o 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
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form; (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. 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 rVIVO N Qo r LL / Phone No.
Address ? ?W. r.f.` f k U ?? Or (nl? ern n?> o. N 21L0
Name A K$ 1? f/ Phone No.
Address I (,l Q r l tJ t, tvt t t. lr 9_V( a
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.
I
I
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 Print Name
Signature
J*" ' ?.
1Please indicate application attachments pertaining to your proposed project.
J DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
pDCM MP-3 Upland Development
&dDCM MP-4 Structures information
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length luo
Width .S /
Avg. Existing a y.4-0r;'-'xd
NA
NA
Depth
Final Project
Depth _ NA NA
1. EXCAVATION E3 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. II _ ,/ ( r bo_? lit
r- S; WOO "if.
rQo ar?;,?l?u (?7 x ycls - 7-
c. (i) Does the area to be excavated include coastal wetlands/marsh d_ High-ground excavation in cubic yards.
(CW ), submerged aquatic vegetation (SAV), shell bottom_(SB),
or other wetlands (WL)? If any boxes are checked, provide the d
number of square feet affected.
?CW ?SAV ?SB
?WL ANone
(ii) Describe the purpose of the excavation in these areas:
To /halo St,? L T kc1e_t,_-0I Is A (Jt
2. DISPOSAL OF EXCAVATED MATERIAL IV ? ?This section not applicable
a. Location of disposal area.
St ?ow• IJe? ?u,l?
b. Dimensions of disposal area.
9 cre,t r*Q,tl 24 rx I D
C. (i) Do you claim title to disposal area?
Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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:
`Tu l.t:A-4 t? er
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
L (i) Does the disposal include any area in the water?
?Yes KNo ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION OThis section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 120
'Bulkhead ORiprap OBreakwater/Sill OOther: r .
Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
hesS (Scth wWPO -- ?l 4ek (See ? ?-C-)
e. Type of stabilization material:
U'f rI
f. (i) Has there been shoreline erosion during preceding 12
months?
OYes Xo ONA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill ;tgQZG. f f Riprap
Breakwater/Sill . ?U Other
i_ Source of fill material.
h. Type of fill material.
Swa Dr eJw- fiVJ&g4,J 0.41 1
1 ?-
4. OTHER FILL ACTIVITIES OThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Yes ONo ONA b_-fl 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
suomergea aquatic vegetation tSAV), snen ootrom tbb), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected-
,%CW 2AL,1ApSAV OSB
OWL ?None
(ii) Describe th/e1 purpose off1 the fill in these areas:
1.52 e Nc..??r a'?- iY-C.-, _
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, '
controlled? backhoe, or hydraulic dredge)?
S 1 [t Pir?G?P/ P X C 4 t ra;'? d- K6 C A`
c. (i) Will navigational aids be required as a result of the project?
?Yes 1XNo ONA
(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 ANo ONA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date Appli nt Name
Project Name Applican Signature
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 rrivate/Community
[I This section not applicable
b. (i) Will the facility be open to the general public?
]Yes Olo
c. (i) Dock(s) and/or pier(s) CXiStf J?
(ii) Number I J
(iii) Length al
,
(iv) Width q
(v) Floating ?Yes *0
e. (i) Are Platforms included? VYes ?No
If yes:
(ii) Number
(iii) Length /O
(iv) Width fir t "l 1.
(v) Floating ?Yes XNo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(mber of slips existing
0yyy
i. Check the proposed type of siting:
0 Land cut and access channel
(Open water, dredging for basin and/or channel
?0pen water; no dredging required
?Other; please describe:
k. Typical boat length: I
d. (i) Are Finger Piers included? ?Yes 10
If yes:
(ii) Number
(in) Length
(iv) Width
(v) Floating ?Yes ?No
I. (i) Are Boatlifts included? ?Yes j o
If yes: J
(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
XOockage ("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).
p?? rak?4??ah"?
1. (i) Will the facility be open to the general public?
?Yes $No
M. (i) Will the fa ility have tie pilings?
?Yes 90
(ii) If yes number of tie pilings?
F:J rm. 7? ?'i...l+. `i'1 "bY 1.Z.. .. ..4.J: ?5? 'Pi _ i of
AF-4
2. DOCKING FACILITY/MARINA OPERATIONS This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number. Location:
? 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. , -
I. 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 .
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.
OWL []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) JUThis section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpi/e, 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 Vhis section not applicable
a. Is the structure(s):
[]Commercial []Public/Govemment ?Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property fines
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
b. Proximity of structure(s) to adjacent docking facilities.
X30
c. Width of water body
"t t
e. (i) Will navigational aids be required as a result of the project?
?Yes ('1Vo ?NA
(ii) if yes, explain what type and how they will be implemented-
d. Water depth at waterward end of structure at NLW or NWL
/?
,? t 4o.+
8. OTHER ?This section not applicable
a. Give complete description: „ t
5-7-11
Date
Project Name
Lz?w.r, 4(,-C /I A/CIL,/
Applic t Name
Applicant ignature
3/10/2011 127 N Cardinal Dr, Wilmington, NC 284...
. r?
Directions to 118 Aqua Dr, Wilmington, NC 28409
10.6 mi - about 20 mins
127 N Cardinal Dr, Wilmington, NC 28403
1. Head southwest on N Cardinal Dr toward Timber Ln
2. Turn left at Eastwood Rd
About 3 mins
P 3. Turn right at Military Cutoff Rd
About 1 min
4. Continue onto Oleander Dr
About 3 miss
5. Sharp left at Pine Grove Dr
About 4 mins
6. Turn left to stay on Pine Grove Dr
About 2 mins
7. Turn right at Masonboro Loop Rd
About 4 mins
+1 8. Turn left at Channel Haven Dr S
P 9. Turn right to stay on Channel Haven Dr S
+1 10. Take the 1st left onto Aqua Dr

118 Aqua Dr, Wilmington, NC 28409
T
Save trees. G9 green!,/

go 0.2 mi
go 1.8 mi
mi
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nj
go 3.3 mi
t cI r n
go 1.3 mi
go 0.9 mi
go 2.4 mi
go 262 ft
r3 ;D
.3 'd I
go 0.1 mi
go 479 It
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause
conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your
route.
Nlap data 02011 Google
Directions weren't right? Please find your route on maps.google.com and click "Report a problem' at the bottom left.
maps.google.com/maps?f=d&source=s...
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