20020334 Ver 2_CAMA Application_20090122

North

AVA
NCDENR
Environment

Natural

Governor

Dee

CJ9-0078

January 20, 2009

TO:

Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit OENR,WATERQUALIT'i
Division of Water Quality-Surface Water Protection WETlANDSANOSTORMWAlERBRANCH

~~@[gDW[; ~

JAN 2 2 2009

MEMORANDUM:

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:

Wooten Holding Co., LLC - (c/o: Allen Wooten)

Project Location: 128 Broadview Lane, adjacent to the AIWW, Hampstead, NC, Pender Co.

Proposed Project: To perform maintenance dredging, reconfigure the 9-slip docking facility, and
replace 168 liner feet of existing bulkhead .

Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 13, 2009. If you have any questions regarding the proposed project,
contact Holley Snider at [phone], when appropriate, in-depth comments with supporting
data is requested.

REPL Y:

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

1601 Mail Service Center, Raleigh, North Carolina 27699-1
Phone: [phone] \ FAX: [phone] \ WWVif

N~rth Carolina
Natt/fally

An Ecwal : Afttnn8tlvc Action Ernp!oy;:;;r- 50 ;.;{) R{)cydcd \ 10 %> Pust Ccnsurn(;r Papnr

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Wooten Holding Company, LLC- clo Allen Wooten
PROJECT NAME: Hampstead Marina

2. LOCATION OF PROJECT SITE: The project site is located at 128 Broadview Lane, adjacent to the AIWW, in
Hampstead, Pender County.

Photo Index - 2006: 26-6637 S-D, 17 2000: 26-337 E-G, 7 1995: 22-268: T-D, 17; V, 18

State Plane Coordinates - X: 2396930 Y: 222974
Lat: 34021'19.49292"N Long: 77041'05.62280"W

3. INVESTIGATION TYPE: CAMA I Dredge & Fill ROVER FILE #: Q01141lB
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/30108, 1/14109
Was Applicant Present - No (Agent present on 9/30108)

5. PROCESSING PROCEDURE: Application Received - Complete on 1/15109 (except ACE consent agreement)
Office - Wilmington

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Classification From LUP - Conservation
(B) AEC(s) Involved: ES, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - NI A
(F) Type of Structures: Existing - Bulkhead, 9-slip docking facility, boat ramp, parking lot and shelter
with restrooms.
Planned - Perform maintenance dredging, replace bulkhead and reconfigure
docking facility.
(G) Estimated Annual Rate of Erosion: NI A Source - NI A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER

(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands - (open water) ~34,170 ft.2 4,834 ft.2
(incorporated)
(C) Other- High ground (bulkhead- disturbed) 3,360 ft.2
(spoil disposal) .....s acres

(D)
(E)
(F)

Total Area Disturbed: ~5.97 acres
Primary Nursery Area: No
Water Classification: SA-ORW

Open: Yes

8. PROJECT SUMMARY: The applicant is proposing to perform maintenance dredging, reconfigure the 9-
slip docking facility and to replace 168 liner feet of existing bulkhead.

127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

Hampstead Marina- Wooten Holding Co, LLC- CAMA/D&F Permit
Page Two

9. PROJECT DESCRIPTION:

The project site is located at 128 Broadview Lane, adjacent to the AIWW, in Hampstead, Pender County. To
access the site from Wilmington, take US Hwy 17 N to Factory Road (SRI570) in Hampstead. Turn right onto
Factory Road. At its end, make a left onto Broadview Lane. Travel approximately 0.15 miles and the site will be
located on the right.

State permit #50-02 was issued to Allen Wooten on April 23, 2002, for the construction of the 5-slip docking
facility, maintenance dredging and the construction of a bulkhead. It was modified on July lO, 2002 to allow for
the construction of four additional boat slips. It was modified again on April 21, 2003 to authorize the relocation
of the gazebo and construction of a bulkhead south of the boat ramp. On June 14, 2004, it was modified to allow
for maintenance dredging of the marina basin. The permit expired on December 31, 2005.

The project site consists of an upland gravel parking area with a restroom building, a bulkhead, boat ramp, and
9-slip docking facility with a gazebo. The gazebo is located waterward of the bulkhead, which leads down a
ramp onto a dock measuring approximately 80' in length by 8' in width. Slips 1-5 are located on the right-hand
side of the dock and slips 6-9 are located to the left. The current water depth at the dock is approximately -4' at
Normal Low Water (NL W). Wetland vegetation located north (landward) of the existing dock consists primarily
of Salt Marsh Cordgrass (Spartina alterniflora). An existing bulkhead is stabilizing the shoreline and a concrete
boat ramp is located at the southwest corner of the property. A dock is located adjacent to the boat ramp,
allowing patrons temporary docking while loading and unloading vessels using the boat ramp.

The waters of the AIWW adjacent to the project site are classified as SA-ORW by the North Carolina Division
of Water Quality. They are NOT designated as a Primary Nursery Area (PNA) by the North Carolina
Division of Marine Fisheries, and they are OPEN to the harvest of shellfish.

PROPOSED PROJECT:

The applicant is proposing to reconfigure the docking facility, replace the bulkhead within the existing footprint
and perform maintenance dredging. The existing dock would be removed and replaced with floating docks
located on either side of the gazebo (also to be replaced). Slips 1-3 would be located on a southwestern floating
dock, which would run parallel to the bulkhead. This floating dock would measure 40' in length by 6' in width.
Two finger piers would extend perpendicular to the float, each which would measure 24' in length by 3' in
width, Slips 4-9 would be located northeast of the gazebo. A ramp would lead from the gazebo onto a floating
dock measuring 23' in length by 6' in width. A 90' in length by 6' in width floating dock would then extend
perpendicular to the end of this dock. The 90' dock would be located approximately 8' northeast of the existing
dock and three additional finger piers, measuring 24' in length by 3' in width, would be constructed
perpendicular to this floating dock. A fourth finger pier, of the same dimensions, would be constructed at an
angle to the 90' dock to create a corner slip, numbered 4 (see Sheet 3 of 5 for details). A tie piling is also
proposed between Slips 3 and 4. Four pilings would be placed on the opposite side of the 90' dock and cleats
and rubrails would not be installed to prevent the docking of vessels on the northeastern side of the facility. The
gazebo is proposed to be replaced in approximately the same location as the existing structure. The drip line of
the current structure does extend approximately 2' landward of the bulkhead, however, the plans appear to show
the proposed location at and waterward of the bulkhead. The applicant also proposes to replace and extend the
floating dock adjacent to the bulkhead and boat ramp. A 100' in length by 6' in width floating dock is proposed
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

for temporary tie-of of vessels using the boat ramp. Approximately 168 linear feet of bulkhead

Hampstead MarinalW ooten Holding Co, LLC- CAMA/D&F Permit
Page Three

would also be replaced within the existing footprint, as proposed. The applicant also wishes to perform
maintenance excavation. The area to be dredged measures approximately 105' in length by 114' in width within
the basin. The applicant is also proposing to excavate the channel connecting the basin to the AIWW. This area
would measure approximately 555' in length and 40' in width (also see Sheet 3 of 6). Final projects depth
would be -4' at ML W. Approximately 4,300 cubic yards of material would be excavated using a hydraulic
dredge. Excavated material would be deposited on US Army Corps of Engineers (USACE) Dispsoal Area #205.
The spoil disposal site is owned by Mr. June Carter Little Testamentary Trust. A notarized consent agreement
has been submitted for the disposal of spoil material on the property, signed by Mr. Jack Little, Successor
Trustee. A consent agreement has not yet been issued by the USACE at this point due to the site's current use
for another project. However, Justin Arnette with the USACE has emailed an informal statement that approval
is pending, and will be issued when the current project and consent agreement is terminated.

10. ANTICIPATED IMPACTS

The excavation of the channel would disturb approximately 22,200 ft.2 of shallow bottom. The dredging of the
boat basin would disturb approximately 11,970 square feet of shallow bottom. The operation would likely
result in a temporary increase in turbidity, The high ground disposal would result in approximately 5 acres of
land disturbance. The docking facility would incorporate approximately 4,834 square feet of Estuarine Waters
and Public Trust Area. The replacement of the bulkhead would result in the disturbance of approximately 3,360
square feet of high ground. The proposed docking facility would not encroach into either 15' riparian setback.
It would extend beyond 'l4 width of the waterbody, however, it is located within a natural basin.

Submitted by: Heather Coats

Date: January 20, 2009

Office: Wilmington

127 Cardinal Drive Ex!., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagemen!.net

An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

Hampstead Marina
Maintenance and Revitalization Project

Proiect Purpose

Hampstead Marina, located at 128 Broadview Lane in Hampstead, North Carolina,
provides boat launch and wets lip services in Pender County. The marina is constructed
in a manmade basin located adjacent to the AIWW and north-northwest of Howard's
Channel at New Topsail Inlet. The facilities currently include a 26 foot wide boat ramp,
nine (9) floating dock slips, a gazebo, bathroom facilities, and parking for approximately
100 vehicles with trailers. The marina provides water access to over 400 individuals in
the Hampstead area. The main clientele are small trailerable vessels under 26 feet in
length.

Proiect Need

The maintenance dredging and existing slip configuration were permitted under the
CAMA Major Permit #50-02 in 2002. Maintenance dredging occurred at that time and
again under a minor modification issued in 2004. Currently the basin, which has a
permitted design depth of -6.0 ft MLW, has shoaled to depths of -1.0 ft to 4.0 ft MLW.
A large portion of the shoaling has occurred within the slip areas and against the existing
bulkhead. Maintenance dredging is required in order to maintain the existing use of both
the slip and boat ramp facilities. The preferred method of dredging is to utilize a cutter
suction dredge to remove the shoal material and transport it to the USACE Disposal Area
#205, located at the confluence of Howard's Channel and the AIWW. In order to access
all of the areas requiring dredging, the floating docks will need to be removed. This
provides for an opportunity to reconfigure the slip facilities into a more ergonomic
configuration. The marina will still only be providing in water dockage for boats under
26 ft in length.

In addition to the dredging and dock reconfiguration, analysis of the as-built drawings of
the existing wooden bulkhead indicate that the structure will be inadequate to retain the
upland material after dredging is performed. The existing T &G timber is driven to a
depth elevation of -4.0 ML W. This depth is insufficient to retain "kick-out" of the toe
once dredging is complete. Therefore, the bulkhead will be replaced, and the new
bulkhead (vinyl sheet pile) will driven to a depth of -14.0 ML W, in order to prevent
upland "kick-out" No additional back fill will be necessary, as the upland material is
currently in situ. .

.~

Proiect Plan
The proposed marina will vary in design, but will encompass the same general footprint
as the existing marina, with exception of the boat launch dock, it will be 25-feet longer.
The addition in length is not intended to provide additional wet slip space, but
acco~odates marine vessels utilizing the boat launch. It is a t~~ r\y'~(51g

locatIon only. OeM WILMINGTON, NC

JAN 1 5 2009

Overall, the proposed marina consists of four (4) 6- foot wide floating docks (23', 40',
90', and 100' in length, six (6) 3'x24' floating finger piers, three (3) 4'x19' dock ramps,
one mooring piling, and one fixed 16' x 16' gazebo. The entire marina will consist of
nine (9) boat slips. In order to prevent boats from mooring along the eastern side of the
100-foot floating dock, no cleats or rub rails will be installed, and four (4) dock pilings
will be placed on the referenced portion of the dock.

Existing water dependent structures (docks, mooring pile, & gazebo) will be dismantled
in order to allow the hydraulic dredge full access to the site. Once the dredging is
complete, the existing bulkhead will be removed and replaced. Once the new bulkhead is
in place, the new docking facilities will be installed. Due to the environmental windows
associated with hydraulic dredging, the work is scheduled to be performed during the
month of October through March. In order to avoid coastal wetlands and shell bottom the
previously permitted excavation area has been reduced by 5,800 ft2 (see Sheet 3). The
dredging limits will extend to a depth of -6 ML W, and will result in a 3: 1 side slope. In
areas near and adjacent to shell bottom and coastal wetlands the side slopes are
anticipated to be 2:1. and should avoid any impacts to these habitats. No dredging will be
allowed within ten (10) feet of the shell bottom or coastal wetlands. Furthermore, the side
slopes will be formed by the anticipated sluffing, and will not be created by mechanical
means.

An island of shell bottom and coastal wetlands exist directly southeast of the marina. The
small island of coastal wetlands is located beyond the limits of the proposed dredging
activity. This area of the project consists of 1:2 side slopes extending from the toe of the
dredged basin. As depicted on Sheet 3 of 4, a portion of the shell bottom (360 ft2) is
within the side slope area. The shell bottom will not be removed, or directly impacted by
the dredging activity. Rather, it might be slightly affected by the anticipated sluffing of
the side slopes. The purpose of the proposed dredging activity is to efficiently maintain
the existing facilities and restore the boat basin depth to its previous elevation. The
project is limited by the relatively small size of the marina boat basin, and all efforts to
avoid the shell bottom were conducted to the maximum extent practicable.

Additionally, there is known shell bottom directly west of the boat ramp. However, this
area of shell bottom is completely outside of the dredging limits and side slope.
Furthermore, there is an area of coastal wetlands along the northeast corner of the
bulkhead. These coastal wetlands will also be completely avoided.

Spoil Disposal
The current plan is to perform this dredging in conjunction with the Mill Creek Waterway
Restoration (MCWR) dredging project. The projected volume of dredged material from
the MCWR is 28,600 cy, and the projected volume of dredged material from the
e'
Hampstead Marina is 4,300 cy. Both projects are proposing 'to dispose of the dredge
spoil at DA #205 (COE JD following project narrative). Based on a survey conducted on
August 14, 2008, DA # 205 has the capacity to hold 42,300 cy of dredged material.
Therefore, there should be ample volume available for each project.

RECEI Vt::L
OeM WILMINGTON, NC
JAN 1 5 2009

DA #205 is located on privately owned land. The current property owner is Mr. Jack C.
Little. Mr. Little has been advised of the proposed project, and is approval is included
within the Consent Agreement section of this report, It is noteworthy, that he has granted
permission to MCWR to use his land for dredge spoil placement, and the Hampstead
Marina will not place dredge spoil at DA #205 until the MCWR has completed dredging
activity.

RECEI \J t=i..
OeM WILMINGTON, NC
JAN 1 5 2009

OOM MP-1

~@~~w@..

. JAN 2 2 2009

APPliCATION for
Major Development Permit

(last revised 12/27/06)

08-0078

OENR. WAicRM~*'; sAANCH
WETlANOS ANO STOR
North Carolina DIVISION OF COASTAL MANAGEMENT

1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Hampstead Marina Hamptstead Marina
Applicant 1: First Name MI Last Name
Wooten Holding Company, LLC
Applicant 2: First Name MI Last Name
Allen Wooten
If additional applicants, please attach an additional pagers) with names listed.
Mailing Address PO Box City State
8155 Malpass Road Currie NC
ZIP Country Phone No. FAX No.
28435 USA 910 - 283 - 5444 ex!. 910 - 259 - 6683
Street Address (if different from above) City State ZIP
-
Email
[e-mail]

2, Agent/Contractor Information
Business Name
Gahagan & Bryant Associates, Inc.
Agent! Contractor 1: First Name MI Last Name
Carmen P Pascarosa
Agent! Contractor 2: First Name MI Last Name
Chris L Gibson
Mailing Address PO Box City State
295-A North Green Meadows Drive Wilmington NC
ZIP Phone NO.1 Phone No. 2
28405 910 - 313 - 3338 ex!. 910 - 279 - 4777 ex!.
FAX No. Contractor #
910 213 6822
Street Address (if different from above) City State ZIP
-
Email
[e-mail]; [e-mail] __ RECEIVED
UlJlV! WI' JlIfI"AGTON

,NC

<Form continues on back>

JAN 1 5 2009

Form DCM MP-1 (Page 2 of 2)

APPLlCA liON for
Major Development Permit

3. Project Location
County (can be multiple) Street Address State Rd. #
Pender 128 Broadview Lane
Subdivision Name City State Zip
Hampstead NC 28443 -
Phone No. Lot No.(s) (if many, attach additional page with list)
910 - 604 - 0049 ext. , , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear AIVVW
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 DManmade DUnknown AIVVW I Topsail Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
~Yes DNo work falls within.
Pender County Planning Jurisdiction

4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
268 ft 2.17 acres
c. Size of individuallot(s) d. Approximate elevation of tract above NHW (normal high water) or
The subject property consists of three parcels: NWL (normal water level)
2.06, .03, .08, (acres) +4 to +20 ~NHW or DNWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Grass
f. Man-made features and uses now on tract
Shelter wI restroom, gravel parking area, electric drink dispenser, pier with gazebo, boat ramp, bulkhead, and marina
docking facility
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-A & Commercial (Attach zoning compliance certificate, if applicable)
~Yes DNo DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? DYes ~No
-,
k. Has a professional archaeological assessment been done for the tract? If YeS, aHach a copy. DYes ~No DNA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a DYes ~No DNA
National Register listed or eligible property?
H to,: --.. =1 V t: u

<Form continues on next page>

DeM WILMINGTON, NC
JAN 1 5 2009

Form OeM MP-1 (Page 3 of 3)

APPLICATION for
Major Development Permit

m. (i) Are there wetlands on the site? ~Yes DNo
(ii) Are there coastal wetlands on the site? ~Yes DNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ~Yes DNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing Septic Tank and Tile Field
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
None

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? DCommercial Dpublic/Government
[2]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide boat launching and wetslip facilities for -26-foot marine vessels
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.
Existing docks will be removed to allow access for hydraulic dedge. Hydraulic cutter suction dredges will be used to restore
channel basin to design depths. Bulkhead will be replaced. Docks will be replaced. Primary equipment hydraulic dredge,
backhoe, and pile driver. Staging areas for floating plant are in the basin, staging areas for the upland equipment are onsite.
d. List all development activities you propose.
Replacement of existing facilites and dredging to design depths
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? .874 acre at project site
7.500 acres at previously impacted
Disposal Site #205
DSq.Ft or ~Acres
g. Will the proposed project encroach on any public easement, public accessway or other area DYes ~No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No point source discharges
i. Will wastewater or stormwater be discharged into a wetland? DYes ~No DNA
If yes, will this diSCharged water be of the same salinity as the receiving water? DYes DNo ~NA
j. Is there any mitigation proposed? DYes [2]No DAECErVED
If yes, attach a mitigation proposal. OeM WII ilAii\.,I' -/"'u, .
......."",..., 1'4' oJ

JAN 1 5 2009

Form DCM Mp.1 (Page 4 of 4)

APPLICATION for
Major Development Per~it

<Form continues on back>

I 6.,AClditiQnaUnformati9n. ..>'.

I Inadditionfo this completed application form, (MP-1) the following items below. ifaPPlicabfe,mustb~Sf4
t _ to be complete. Items (a) - (f) are a/ways applicable to.~ny major dev~/opment application;
book/elan how Joproperlyprepare the requireditems.Pe/Ow~

I a. A project narrative.

lb. 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
I between work completed and proposed.
l
I c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
l

I d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.

I e. The appropriate application fee. Check or money order made payable to DENR.

j
I f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
I owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
I which to submit comments on the proposed project to the Division of Coastal Management.
!"
I qit: al.
I
i

I
I
I
I
I
I
I

Name Alfred S. Sidbury. et. aL
Address 130 Broadvlew lane, Hampstead. NC 28425

Phone No. 910-270-3221

Address

g, A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pennittee. and issuing dates.

Water Quality Certification #3274; DENR DWQ. March 14,2002 CAMA Major Permit # 50-02, DENR DC/I.'1. April 23. 2002
amended June 14, 2002. modified June'14 2004

General Permit # 198000291, COE, November 8.2002

h. Signed consultant or agent authorization form. if applicable.

l. 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. Certifica~ifcJeermjssjontCi. -Land
,. -.- ~,,+;" '.'.... ...... ........'"-'J'...,'-..",,:..,.,""-.. .. . '. '......'.. ',c,:..'I:;;"
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.

Dateq. J 1 {,;'f) Print Name _c. Paul Pascarosa

orjf,;.t~1Y' ,;..J;r\\.~H<,) ~_. r~--: ~
,,J V ~~ 1.5' 08. Signature (= r .. ~

Please indicate application attachments pertaining to your proposed project.
~DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and Culverts R E eEl V E 0
OOCM MP-3 Upland Development DeM WILMINGTON! NO
I8lDCM MP-4 Structures Information
JAN 1 5 2009

~ ;,1}5

1 ~a 'ktH

()~\$r ..

W'NV".n ceoa sta I ma na

'^L"""t

Form DeM 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
(NLWor Breakwater shoreline
NWL) stabilization)
Length 555' 105
Width 40' 114'
Avg. Existing 3.5' MLW 0'-4'MLW NA NA
Depth
Final Project 6.0' MLW 6.0' MLW NA NA
Depth

1, EXCAVATION

o This section not applicable

a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
4,300 cy (volume calculated using TerraModel 9.8)

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.
Dcw _ DSAV _ DSB_

DWL _ I25JNone

(ii) Describe the purpose of the excavation in these areas:

Facility maintenance

2. DISPOSAL OF EXCA VA TED MA TERIAL

a. Location of disposal area.
USACE DA #205, confluence of Howard's Channel &
AII/INJ

c. (i) Do you claim title to disposal area?
DYes I25JNo DNA

(ii) If no, attach a letter granting permission from the owner.

'>
',I

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.
Dcw _ DSAV _ DSB_

OWL _ r8JNone

(ii) Describe the purpose of disposal in these areas:

b. Type of material to be excavated.
gravelly sand and slightly gravelly sand

d. High-ground excavation in cubic yards.
None

o This section not applicable

b. Dimensions of disposal area.
+/- 5 acres

d. (i) Will a disposal area be available for future maintenance?
I25JYes DNo DNA

(ii) If yes, where?

DA #205

f. (i) Does the disposal include any area in the water?
DYes I25JNo DNA

(ii) If yes, how much water area is affected?

RECEIVED
OeM WILMINGTON, NC
JAN 1 5 2009

2;S2"c{1:8.~2a;GiH

t ,^8B;rt-4TR:CO-J\ST-

fA rH,~

3. Type of shoreline stabltization:

I2JBulkhead DRiprap DBreak\'vater/Sm DOlMer: .___

c. Average distance waterward of NHW or NWl: 0.0' . the prOJ~)ct
consists of the replacement of an existing bulkhead

e. Type of stabilization material:
Vinyl sheet plle

!,l Number of square feet of fill to be placed below water leveL
Bulkhead backfill Riprap _
Breakwater/Sill Other

I. Source of fll! material.
N/A

b. Length. r:r.& 168 ft
Width: 1-2 It
d. Maximum distance walerward of NHW or NWL: C.O'

1. (I) Has there been shoreline erosion during preceding 12
montns?
DYes t8lNo DNA
(Ii> If yes, state amount of erosion and source of erosion amount
information.

h. Type of !ill material.

N/A, no fill malerial....JiIl be brought to the project site, ensile
material will be used to grade and backfill the new bulkhead

(I) Wilt fill material be brought to the site? DYes DNo
If yes,
(ill Amoont of material to be placed in the water ___
{iii} Dimensions of Hll area _
(iv) Purpose of !ill

<-<.".-..".....--......"'--,----,-------,--,---,--~-~--,._~~-

(i) Will till material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV). shetl bottom (S8), or
other wetlands (WL)7 If any boxes are checked, provide the
number of square feet affected.
Dew _ DSAV DSS
OWL ,_ DNone
(li) Describe the purpose of the fin in these areas:

a, How will excavated or fill material be kept on site and erosion
controlled?
Disposal area is a levee/weir system desigMd to USACE
standards

c. (i) wm na lonal aids be required as a result of the project?
DYes DNA
(ill If yes, explain what type and how they wm be implemented.

b. What type of constructlon e(juipment will be used (e.g.. dragline,
backhoe, or hydraulic dredge)?

Hydraulic dredge. backhoe and pneumatic vibrator for $f1ee! pita

"'~""""*'---""..._~"'---

d. (I) W1lt wetlands be crossed in transporting equipment to project
site?t8lYes DNo DNA

(ii) If yes, explain steps that will be taken to avoid or minimize
environrnentallrnpacts.

Access to DA#205 has been designed to avoid and minimize
wetland impacts. A temporary crossing (<30') will be
constructed using wood mats, Construction is complete and the
wetlands have bene restored,

_--....-,____''''''_.....__"."-...:,,''<,,_'''''''''~,,,..,''...''''''''..m...._.<..._.~___''m~~<~_~~_ '''~__.__._~m''~,

JAN 1 5 2009

2S:z.!30g.2t108 :: i .8i.UI.{Hi:Cf,)AST ;:

form DC~"l !';!P~2 (Ex(:iiI'.f::ltiol'} anli

:3 of :>j

AECEtVED
OeM WILMINGTON, NC
JAN 1 5 2009

252-8ihl<<2801J ;~'j .~S64~c..1A~rr ::

re'lI;oS ~"l: , ;l.2.':HJo

Form DCM MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major Permit, Form OCM 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:
DCommercial DPublic/Government [gIPrivate/Community

c. (i) Dock(s) and/or pier(s)
(ii) Number Z
(iii) Length 23' dock. 40' dock. 90' dock, and a 100' dock
(iv) Width 2:
(v) Floating [gIYes ONo

e. (i) Are Platforms included? [gIYes ONo
If yes:
(ii) Number 1
(iii) Length fixed qazebo 18'
(iv) Width fixed qazebo 18'
(v) Floating DYes [gINo
Note: Roofed areas are calculated from dripline dimensions.

g. (i) Number of slips proposed
~
(ii) Number of slips existing
~

i. Check the proposed type of siting:
o Land cut and access channel
[gIOpen water; dredging for basin and/or channel
DOpen water; no dredging required
DOther; please describe:

k. Typical boat length: 26'

m. (i) Will the facility have tie pilings?
[gIYes ONo
(ii) If yes number of tie pilings?
one tie pilinq adiacent to boat slip #3

o This section not applicable

b. (i) Will the facility be open to the general public?
[gIYes DNo

d. (i) Are Finger Piers included?
If yes:
(ii) Number

(iii) Length

(iv) Width

(v) Floating

[gIYes ONo

2
24
~
[gIYes

DNo

f. (i) Are Boatlifts included? DYes [gINo
If yes:
(ii) Number

(iii) Length
(iv) Width

h. Check all the types of services to be provided.
o Full service, including travel lift and/or rail, repair or
maintenance service
o Dockage, fuel, and marine supplies
[gI Dockage ("wet slips") only, number of slips: ~
o Dry storage; number of boats: _
[gI Boat ramp(s); number of boat ramps: One existinq
o Other, please describe:

j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).

Recreational open boats under 26' in lenqth

I. (i) Will the facility be open to the general public?
[8JYes DNo

RECEIVED
OeM WILMINGTON, NC
JAN 1 5 2009

2. DOCKING FACILITY/MARINA OPERA TIONS

o This section not applicable

a. Check each of the following sanitary facilities that will be included in the proposed project.

o Office Toilets

~ Toilets for patrons; Number: 6: Location: Existing shelter building

o Showers
o Boatholding tank pumpout; Give type and location:

b. Describe treatment type and disposal location for all sanitary wastewater.
Existing septic system

c. Describe the disposal of solid waste, fish offal and trash.
Trash cans at dock and requirement of individuals to take trash off site

d. How will overboard discharge of sewage from boats be controlled?
No heads allowed

e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
Two (2): one at shelter and one at the dock

(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. None

i. Give the location of fuel,handling facilities, and describe the safety measures planned to protect area water quality.
None

j. What will be the marina policy on overnight and live-aboard dockage?

Not allowed

k. Describe design measures that promote boat basin flushing?
No change to existing tidal hydraulics is planned

I. If this project is an expansion of an existing marina, what types of services are currently provided?
Proposed marina enhancements will not change the current services

RECEIVED
OeM 'NILMINCTON, NC
JAN 1 5 2009

;:; '1

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
DYes IZINo

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
!8JYes DNo

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.
!8Jcw Q DSAV IZISB Q
OWL _ DNone

p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? DYes !8JNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.

3. BOA THO USE (including covered lifts)

!8J This section not applicable

a. (i) Is the boathouse structure(s):
DCommercial DPubliclGovernment DPrivate/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.)

!8J This section not applicable

a. (i) Number

(ii) Length
(iii) Width

5. BREAKWA TER (e.g., wood, sheetpile, etc.)

!8J 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

IZI This section not applicable

a. Is the structure(s):
DCommercial DPubliclGovernment DPrivate/Community

b. Number

c. Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, if present.

d. Description of buoy (color, inscription, size, anchor, etc.)

RECEIVED
OeM WILMINGTON, NC
JAN 1 5 2009

e. Arc of the swing _

!'P--\t:s'(:: j; 12/27/fln3

4o.f

7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines
60 feet from northern property line, 31 feet from southern
property line

b. Proximity of structure(s) to adjacent docking facilities.
90 feet

Note: For buoy or mooring piling, use arc of swing including length
of vessel.

c. Width of water body
1500

d. Waler depth at waterward end of strJcture at NLWor NWL

4:..?xisting deQtb,R: after dredging

e. (i) Will navigational aids be required as a result of the project?
DYes t21No DNA

(ii) If yes, explain what type and how they will be Implemented.

a. Give cornpietedescription:
See project narrative on the following page

t21 This section not applicable

8. OTHER

-1:f:::~_2 5 -of:._..........

rev

'f J7..C)c
~j
11.0*1- Og

Dale

..lla..~....1-J ... .../ec..jiftlo 4',~.&
I s:t:.J .. ,
Project Name .. .iiil
f} r !ll[!,:::. WOO ~~...._..
Applicant Name
AP~~~

RECEIVED
OeM WilMINGTON, NC
JAN 1 5.2009

252.808.2808 :: i..i3iSB..i:H'!1COAS"r ::

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Cross Sections

Equipment
Survey Vessel: .Sea Winnow.
Echo Sounder: Odom Echotrack WKIII
Position and TIde: Trimble 5700 RTK
Kinematic GPS Base Station: Trimble 750 Series
Horizontal Datum: North Carolina State Plane NAD83
Vertical Datum: Wean Low Water (t.tLW)
S ., ~MHW
~orlz. cale:, 1 = 40 , 2.20 ft
(I.... ~ <4P NGVD29
0' s' 10' 1.54 ft
Vert.Scale: ,. = 10' MLW

8IAI Gahagan & Bryant Associates
295-A North GreIn WeadOWl om.
WRmlnglon, Me 28405 910.313.3338

Hampstead Marina
Pender County, North Carolina

Maintenance Dredging

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