20051610 Ver 1_Complete File_20050824

Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H, Sullins, Deputy Director
Division of Water Quality

September 26, 2005

Inlet Point Harbor BOA
Attn: Ann Bowman
1 025-A N. Lake Park Blvd.
Carolina Beach, NC 28428

SUBJECT:

Approval of 401 Water Quality Certification
and Additional Conditions
Inlet Point Harbor BOA
DWQ Project # 051610
New Hanover County

Dear Ms. Bowman:

You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located on your property located at Inlet Point Harbor canal off Carolina Beach Road
(US Hwy 421) adjacent to the AIWW north of Snow's Cut Bridge, in New Hanover County. This
approval allows you to:

1. Maintenance dredge a 400' X 20' access channel to a depth of -6 NLW.
2. Maintenance dredge a 1350' X 30'to 50' canal to a depth of -6 NL W.
3. Maintenance dredge a 175' radius for a turning basin to a depth of -6 NL W
4. Place the spoil on an approved high ground site.

This approval is only valid for the purpose and design that you described in your CAMA Major
application received by the Division of Water Quality (DWQ) Wilmington regional Office (WiRO) on
August 19,2005. After reviewing your application, we have determined that General Water Quality
Certification Number 3400 covers this activity. This Certification can also be found on line at:
http://h20.enr.state.nc.us/ncwetlands/certs.html.This Certification allows you to use your CAMA Permit
when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional
Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations, NPDES and Coastal
Stormwater. In addition, this approval will expire when the accompanying CAMA Permit expires
unless otherwise specified in the General Certification.

Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the enclosed certification
and the additional conditions listed on the following page:

N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One

Ao Eqool Opportcoily/Affio",U" Acti" Employ" ~ 50% Rocyctedl10% Post Coo,"m" Pap" >>~~~a;;}};a

Page Two
Inlet Point Harbor BOA
.-\nn Bo\\man
DWQ Project =; 051610
September 26, 2005

1. -:\0 waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.

4. Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to this office and a copy to the 401 Oversight/Express
Re\'iew Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, ~C, 27699-1650.

Please notify this Office at the number listed below if any problem arises during the construction
of the project that may affect water quality.

Please read the conditions associated with General Certification # 3400 (enclosed) and if you
do not accept any ofthe conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.

This letter completes the review of the DWQ Permit #051610 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Ed Beck at 910-796-7215.

/
-<fP

~incer Iy,
-;' , 7/2 ~
~\~/~; ~,~v~
Alan W. Klimek, P .E., Direcfrlj ~ tN f"C1
Division of Water Quality W !5 ~ IS aw~ @
SEP R {) 2005

Attachments: GC ;; 3400
Certificate of Completion

cc:

Corps of Engineers Wilmington Field Office - Henry \Vicker
DC~1 WiRO - Robb ~fairs
DC~1 ~lorehead - Doug Huggett
401 Oversight Express Review Permitting Unit - Ian :VIcMilIan
SEGi - Dana Lutheran
WiRO

~~R - WATER QUALITy
AND STORMWATER BRANCH

THIS IS NOT
A CAMA PERMIT

11

Permit Class
NEW

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Permit Number
160-05

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission

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.1L Major Development in an Area of En~n~\"I\f!\n~eM
pursuant to NCGS 113A-118 '
DENR. WATER~~~rAAl~H
~ Excavation and/or filling pursuant to NliGWtPlll-~~~

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Issued to Inlet Point Harbor BOA c/o Ann Bowman, 1025-A N. Lake Park Blvd., Carolina Beach, NC, 28428
i Authorizing development in New Hanover County at adi. to AIWW, Myrtle Grove Sound, Federal
I Point Township , as requested in the permittee's application dated 6/13/05. including the
'. attached workplan drawings (6), 1-3 of 4 dated 3/28/05, 4 of 4 dated 8/26/05, 1 dated 7/05, and 1 undated.
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This permit, issued on October 21, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may ~,
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. ~

Excavation

1)

In order to protect colonial nesting water birds and juvenile shrimp and finfish populations, no
excavation or filling shall be permitted between April 1 and August 31 of any year without the prior
approval of the Division of Coastal Management, in consultation with the Division of Marine Fisheries
and the NC Wildlife Resources Commission.

2) Excavation shall not exceed -6 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.

(See attached sheets for Additional Conditions)

This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date, An appeal requires resolution prior to work initiation or
continuance as the case may be.

Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

Any maintenance work or project modification not covered
hereunder requires further Division approval.

~ Ch s S. Jones, Director
tI Division of Coastal Management

This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.

All work shall cease when the permit expires on

This permit and its conditions are hereby accepted.

December 31, 2008

In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.

Signature of Permittee

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Permit # 160-05
Page 2 of 3

ADDITIONAL CONDITIONS

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;, 3) Ko vegetated wetlands shall be excavated or filled without permit modification.

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No excavation shall take place within 10 feet of Coastal \Vetlands.

The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.

The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T15A:07H.0208 of the Rilles of the Coastal Resources Coinrriission, no new dredging or excavation'
,,'Within the PNA shall be permitted. New dredging in any marmer, including "kicking" with boat
propellers, is not authorized. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure.

The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108 t
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to discuss operations and appropriate lighting, markers, etc. for all dredge equipment. I

Spoil Disposal

All excavated materials shall be confined to the area indicated in the permit application and attached
workplan drawings. Any proposal to change the location of the spoil disposal area shall require
modification of this permit.

All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.

The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal high water level to prevent gully erosion and urmecessary siltation.

10)

The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a ma"(imum distance from spillways to allow settlement of suspended sediments.

A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.i

The diked disposal area shall be constructed a sufficient distance from the normal high water level or
any ffi:lrsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.

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113) Appropriate sedimentation an:e:::~:~:~:::ln:e::::~o::::::so~r structures shall be implemented to I

:; ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, I
; diversion swales or berms, etc.). :

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Permit # 160-05
Page 3 of 3

ADDITIONAL CONDITIONS

General

The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of
any dredging authorized by this permit so that a Division representative may examine the spoil disposal
site. Included with this notification shall be a copy of the original permit plans with cross-hatching
indicating the area to be maintained and the area to be used for dredge spoil, and the estimated amount
of material to be removed.

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when dr~dge spqilfrom the uphmd'1:>asin. is transferred to the approved disposal site, a minimum of2{.:
hour prior notification shall be given to The Department of Environmental Health, Shellfish Sanitation
and Recreation Water Quality Section at [phone] so that appropriate temporary closures to the
harvest of shellfish may be put in place around the disposal area.

The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Future development of the permittee's property may require a modification of this permit. ~
Contact a representative of the Division at [phone] prior to the commencement of any I
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.

The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 05-1610), which was issued on 9/26/05.

NOTE:

The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200501155.

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projects

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Subject: projects
From: Joanne Steenhuis <[e-mail]>
Date: Mon, 26 Sep 2005 10:24:09 -0400
To: Ian McMillan <[e-mail]>, Doug Huggett <[e-mail]>, Robb
Mairs <[e-mail]>, Ryan Davenport <[e-mail]>, Henry Wicker
<Henry.M. [e-mail]>

The following projects have been issued a 401 Cert on 9/26/05:

Raymond Pysher DWQ # 05 1556 Carteret County
Inlet point Harbor DWQ # 05 1610 New Hanover County

The following project does not require a 401
Shannon pointe DWQ# 051599 New Hanover County

9/28/2005 2:33 PM

-~

NA
NCDENR

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F Easley, Governor Charles S. Jones, Director William G. Ross Jr, Secretary

August 18, 2005

20051610

MEMORANDUM:

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Cyndl Karoly ~ \,Jj
Supervisor 401 Oversight and Express Permits Unit f\UG '2 ,;} (LJG5
Division of Water Quality-Surface Water Protection

TO:

DEt~i",,, \:\;'1"11 :_-,i,,~ L'", ; t
ViETl! MiS N iD Si OH.:,';Wi:;i Lii t;f\i\tlCH

FROM: Doug Huggett, Major Permits Coordinator

SUBJECT: CAMA & Dredge and Fill Permit Application Review

Applicant: Inlet Point Harbor BOA

Project Location: Inlet Point Harbor Subdivision, adjacent to Inlet Point Harbor canal, access channel
and boat basin, and the AIWW, in New Hanover Co.

Proposed Project: The Applicant proposes to perform maintenance dredging within the access
channel, canal and turning basin to maintain a-6.0 feet Mean Low Water (MLW)
depth.

Please indicate below your agency's position or viewpoint on the proposed project and return this form
by September 10,2005. If you have any questions regarding the proposed project, please contact Robb
Mairs at [phone], when appropriate, in-depth comments with supporting data is reqtfested.

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
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

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1.

APPLICANT'S NAl\1E: Inlet Point Harbor BOA c/o Ann Bowman

20051610

2. LOCATION OF PROJECT SITE: Inlet Point Harbor Subdivison, adjacent to Inlet Point Harbor
canal, access channel and boat basin, and the Atlantic Intracoastal Waterway, in New Hanover
County .
Photo Index - 2000: 21-259, 1,0-5-6 1995: 21-241, N,O-6 1989: 4-178-14, G,H-15
State Plane Coordinates - X: 2336482 Y: 118953 GPS - 0-062114C

3. INVESTIGATION TYPE: CAMA/D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/21/05
Was Applicant Present - No

5. PROCESSING PROCEDURE: Application Received - 07/28/05
Office - Wilmington

6. SITE DESCRIPTION:
(A) Local Land Use Plan-New Hanover
Land Classification From LUP -Resource Protection
(B) AEC(s) Involved: EW, PT, ES
(e) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Community system
Planned- N 1 A
(F) Type of Structures: Existing- Residential homes, floating docks, wetslips and bulkhead
Planned- N/A
(G) Estimated Annual Rate of Erosion: NI A
Source - N/A

7.

HABITAT DESCRIPTION:

[AREA]
DREDGED FILLED

OTHER

I (A) Vegetated Wetlands II I
(B) Non-Vegetated Wetlands (Open Water) I I
(C) Other - Highground disturbance DI 1

(D) Total Area Disturbed: N/A
(E) Primary Nursery Area: Yes
(F) Water Classification: SA

Open: Closed

8. PROJECT SUMMARY: The applicant proposes to perform maintenance dredging within the access
channel, canal and turning basin to maintain a -6.0 feet Mean Low Water (MLW) depth.

Inle,t' Point Harbor BOA
Page: 2

9. SITE DESCRIPTION

The project site is an existing access channel, carlal and boat turning basin, occupying 31.4 acres of
land located at the Inlet Point Subdivision, off Carolina Beach Rd. (US Hwy 421), adjacent to Myrtle
Grove Sound and the Atlantic Intracoastal Waterway (AIWW), north of Snow's Cut Bridge, in New
Hanover County. Inlet Point Harbor Subdivision has approximately 36 lots along the basin and canal.
The Majority of the lots have boat docks and shorelines stabilized by wooden bulkheads. The
topography of Inlet Point Harbor subdivision (area surrounding the basin, canal and access channel) is
relatively flat, with an elevation of approximately 10 feet above mean sea level. Highground
vegetation consisting of hardwood species such as Live Oaks, Magnolias, Maples and Pines surround
the project area. Waterward of the landscaped lawns adjacent to the northern side of the access
channel and the AIWW consists of Salt Meadow Grass (Spartina patens) and small shrubs: Wax
Myrtle (Myrica cerifera), Marsh-elder (lva frutescens), and Grounsel-bush (Baccharus halimifolia),
but becomes intermixed with high coastal marsh species along the properties located on north side of
the access channel, including: Black Needle Rush (Juncus roemarianus), Sea Lavender (Limonium,
spp.), and Saltwort (Salicornia, spp.), Spike Grass (Distichlis spicata), and Sea- Oxeye (Borrichia
frutescens). Waterward of the high marsh is a band of Smooth Cordgrass (Spartina alterniflora),
approximately 15 feet in width. Waterward of the existing bulkhead located at the property on the
southern side of the entrance channel of Inlet Point Harbor, there is a border of coastal wetlands,
approximately 130 feet in width, which is vegetated primarily with Smooth Cordgrass (Spartina
alterniflora), The existing access channel dimensions in the lower section adjacent to the Inlet Point
Harbor Subdivision and the AIWW are approximately 40'long x 20'wide, the existing canal is
approximately 1350' long and 30'-50' in width and the existing boat turning basin is approximately.
175' in radius. Current water depths range from -2' to -11' relative to Mean Low Water (MLW) .
within the project area.

State Dredge and Fill Permit No. 122-77 was originally issued to Central Realty Company c/o Mr.
Alex Malpass for a residential canal in 1977. In 1987, State Dredge and Fill Permit No. 122-77 was
renewed for the seventh time and then transferred to David Greer and Willard Buffkin in 1988 with
the same conditions. In 1991, CAMA Major Permit No. 122-77 was renewed and modified to allow
for 31 additional slips within additional docking arrangement. CAMA Major Permit No. 122-77
expired on May 1,2002.

The Inlet Point basin and channel are closed to shellfish harvest, however, the adjacent waters outside the
entrance channel are open for shellfish harvest. This area of Myrtle Grove Sound is a designated primary
nursery area (PNA), by the NC Division of Marine Fisheries. In the project area, the waters of the Inlet
. Point Harbor basin, channel and canal are classified as SA, by the NC Division of Water Quality.

Inlet Point Harbor BOA
Page Three

PROPOSED PROJECT

The applicants propose to use a hydraulic pipeline dredge to complete maintenance excavation within
the existing access channel (400' x 20'), canal (1350'x 30'-50'), and the boat turning basin (175'
radius). The proposed dredging depths would be -6'at Normal Low Water (NLW) from an existing
average of -2' at Normal Low Water (NLW) to -11' at NLW. Spoil resulting from the hydraulic
dredging project would be pumped to a containment diked area (approximately 576'x 492') located on
an existing spoil island (Fred's Island) adjacent to the AIWW, south of the Carolina Beach Inlet. The
Inlet Point Harbor BOA facility is processing this major permit application for maintenance dredging
due to an oversight, which ultimately led to the expiration of the previous maintenance permits.

10. ANTICIPATED IMPACTS

The agent states that the applicant is not seeking to excavate any material out of Inlet Point Harbor boat
basin at this time, but is requesting to obtain a Five Year Maintenance Clause Permit. The agent also
states that the applicant would notify the N. C. Division of Coastal Management two weeks prior to any
maintenance dredging activity under an active CAMA Major Development Permit.

Submitted by: Robb Mairs

Date: 8/16/05

Office: Wilmington

-." ~\

Form DCM-MP-l

RECEi\lr::Tl
APPLICA TIONCM W1LMINGTOI~:'NC
JUL 2 9 2005 '
(1'0 be completed by aU appUcants) .

~
b. City. ~ ~ or landmark '
Feaeral t"'oint Township (day marker #156)

1. APPUCANT

c. . Stteet address or secondary road nUmber

a. LaDdowner.
Name Inlet Point Harbor BOA (Ann Bowmag
Address 1025-A N lake Park Blvd.

d. Is proposed work within city limits or planning
jurisdiction? Yes X No

City Carolina Beach

State NC

e. Name of body of water nearest project (e.g. river.
creek. sound. bay) AIWW

Zip 28428
Fax Nt A.

Day Phone [phone]

3. DESCRIPI'ION AND PLANNED USE
OF PROPOSED PROJECT

b. Authorized Agent:
N~e Dana Lutheran (SEGi)

Address 5131 Carolina Beach Road

a. Ust aU development activities you propose (e.g.
building a home. motel, marina, bulkhead. pier, and
excavation and/or filling activities.
Maintenance dredging of canal and boat
basin -

City Wilmington

State NC

Zip 28412

Day Pbone 910452.2711

Fax [phone]

b. Is the proposed activity Jll2jnte.n~~ of an existing
project, new work, or both? eXIsting

c. WUI the project be for public, private or commercial
use? Private.

c. Project name flf auy) Inlet Point Harbor BOA

d. Give a brief description of purpose, use, methods of
CODSUuction and daily operations of proposed
project. If more space is Deeded, pJeae IUada

=~~ge Will be used (0 excavate
oasln ana canal," oraer to maintain -o.U tt.
MLW

N01E: PerfIIiI will 1M iDwd iI_I!f~.J. tatIIw
prr1jftt lIaW.

2. LOCATION OF PROPOSED
PROJECT

a. County New Hanover

Rmsed I3J9S

F\ECEIVCD
OeM WILMINGTON. NC
JUN 2 0 ?n05

if

4. LAND AND WATER
CHARACTERISTICS

pi
iaJ

a., Size of entire traet Approximately 31.4 acres.
b. Size of indiVidual lot(s) 15.000 sq. fl

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c. Approximate elevation of tract above MHW or
NWL 10.5 ft. above NWL

d. Soil type(s) and texture(s) of tract
N/A

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e. V~etation on tract shrubs. ~rass
Coastal Marsh exists 'near the water.

f. Man-made features now on tract streets, drain-
a~e. sinale family residence. bulkhead. dock

g. What is the CAMA Laud Use Plan land
classification of the site? (CoIualz '" i-r1 '-1_ p/Ia)

_ Conservation
X- Developed
_ Rural

_ Transitional
--1L Community
_ Other

h. How is the tract zoned by local government?
R-15

i. Is the proposed project consistent with the applicable
zoning? 2- Yes _ No
~ZPIIbt8 ~~. iI~)

j. Has a professional archaeological ISS~ been
done for the tnct? Yes X No
Ifyes,by~m? - -

t. Is d1e project Iocaed ina NadoaaJ RegisteRd
Historic District or doa it iDvolve a NadooaI
Register listed or eligible property?
_Yes ~No

J. Are d1ere wetlands on the site? X Yes No
Coastal (marsh) X Otbez X -
If yes, has a delineation beeo conducted? Yes.
(MGda Ik ...... ff4fl1ll1iltllM)

-. - ---..... -.......6 ..-AI>U:W.ucC crc:.umc.al r.tCUJues.
, None. Proiect wi! use Drivate seDtic svstems

D~ Describe Ioc:atioD aod type of disc:barges to waten
'. of the state. (For example, surface lUJIOff, sanitary
wastewater, iDdustrWIcommerciaJ eftJuent, -wash
down- and reQdential discharges.)
surface runoff

o. Descn"be ~ drinking water supply source.
individual weIrs

S. ADDmONAL INFORMATION

10 addition to the completed application form, the
following items must be submitted:

· A copy or the deed (with state application oaIy) or
other iDsttument UDder which the applicant claims title
to the affected properties. If the applicant is DOt '
cl2nnirtg to be tile owner of safd ~, Ibeu
forward a copy of the deed or other instnuneot UDder
which the OWDel' claims title, plus written permission
from the owoec to carry out the project.

· AD accurate, dated work plat (mcfuding plan view
and aoss-sectioDal drawings) drawn to scale in black
ink on an 8 112- by II- white paper. (Refer to
Coatal Resow~ Ct'IDIDission Rule 7J.0203 for a
detailed description.)

Please DOle that origimJ drawings are prefe.aed IDd
ODIy IUJb quality copies will be accepted. BJue-line
prints or och<< larger plats are acceptable oaIy if III
M"'1"_ I'II'~ of quality copies are provided by
applicant. (~ rbe U.S. Army Corps of
J:~ reprdiDg Ibat ageaey'l use of Jqer
drawings.) A site or Jocation map is a part of plat
requirements and it must be sufticiattJy detailed to
pide~ tt:.~~wid1 the area to the

OCM WILMINGTON, NC

Form DCM-MP-2

EXCAVATION
AND .FILL

(Except bridCes and culftl'Cs)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to c:omplete all
other sections of the Joint Applicadon that relate to this
proposed project.

Describe below the purpose of proposed excavation or
fill activities. All YaIues Co be pftD in reet.

.,',

(AFProx:i~-k. valLu.6 =
Laitb Widda Dtpdl

I1DaI
Project
Depdl

Access
channel
(MLW) or (NWL)

, ,r-rf I
-rv--' . ::z..D

2,' - \\ I
"''''\1).0

-It.D
rnw

Canal

Boat
basin

.:.~.o
mLW
. , I
o/A 11S/ ;(-[1 -It.O
~. b~~ \'V\LW
N/Pr ~/A J-l/A ~/A
~/A tyA
~ ~/^

Boat
ramp

Rock
groin

Rock
breakwater

Other
(ExcJudina
Ihoretinc
llabiliDtion)

Rnlwd 03195

'R~
DC CE1V~D
M WILM!NGTO~\J 0
J ,N...,
UL .2 9 2005

1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards

b. Type of material to be excavated sand & silt

c. Does the area to be excavated include c:oastaI
wetlands (marsh), submerged aquatic yegetation
(SAVs) or other wetlands? ._ Yes ..L No

d. Highground excavation in cubic yards N/A

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area On an existing dike area
located on a island south of Carolina Beach Inlet.

b. Dimensions of disposal area 2,400' (See map)

c. ~ you claim title to disposal area?
_ Yes 2L- No
If DO, attach a letter grautiDg permission from th~
owner.

d. Will a disposal area be available for future
maintenance? _ Yes ~ No
If yes, where?

RECEIVED
OCM WILMINGTON, NC
JUN 2 0 2005

Form DCM-MP-2

e. Does the disposal area include any coastal wedaDCIs
(marsh), SA Vs or other- wetlasds?
_Yes ~No

f. Does the disposal include any area in the water?
_Yes L-No

3~ SHORELINE STABll.JZAnON

a. Type of shoreline stabilization
N/A Bulkhead N/A. Riprap
b. Length N/A.

c. Average distance waterward of MHW or NWL
N/A.

d. Maximum distance waterward of MHW or NWL
N/A.

e. Shoreline erosion during preceding 12 months
NtA.
(SoIIIu of infOntllllion)
f. Type of bulkhead or riprap material NlA.

g. Amount of fill in cubic yards ~ be placed below
water level .
(I) Riprap N/A.
(2) Bulkhead backfill N/A

h. Type of fill material N/A

i. Source of fill material N/A.

4. OTHER FILL ACl1VITJES
(ExdudiD& SbordiDe StabilizatiGa)

a. Will fIn material be brought to site?
_Yes ~No

ReYised 0JJ95

RECE1VErJ
DC~v1 WIUV1iNGTOJ~'NC

Amount of material ,iJ,J;be2placedrin the
water N1A. - ,. U lfJ
(2) Dimensions of fill area N/A

If yes,
(1)

(3) Purpose offill NtA.

b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
_Yes ~No
If yes,
(1) Dimensions of fill area NtA.

(2) Purpose offill N/A

5. GENERAL

a. How will excavated or till material be kept on site
and erosion controlled? dike. bunns

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Hydraulic dredge

c. Will wetlands be Ct;)ssed in transporting equipment .
to project site? _ Yes L- No
If yes, explain steps that will be taken to lessen
environmental impacts. NtA.

Dana Lutheran (SEGi)
~-(~~
~..ajuf~-{? ~
~.. .
DIde ,"}. , . . C)tuu /8, O}OO 5"

RECEIVED
OCM WILMINGTON, NC

JUN 2 0 2005

- -0- . ~. .

;- . .~
D I C:: ':""'\ r-
C ,. \.....,: c:- ,', ,
/:/'/li1 .... t~:--'r-..
.. ~ Vli....!t~h, ,., t::::.U
,.I/fVG-O
:u I /V Nt"'
v L 2 9 I V
. 2005

RECEIVED
oeM WILMINGTON. NC

JUN 2 0 2005

htto:/Iwwwdefault.nhcgov.com/OutoutJadvmap SRVWEB 14540350027291.ipg

/ ..

6/3/2005

.J.a5~ J. VJ. J.

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t'.....-., 1""_"

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:' '.~-, <-I
~ V~V ".
[) -;, ~ i /l-J
( 17.1)~ .....
~:./ ...
'J

RECEIVED
OCM WILMINGTON, NC
JUN 2 0 2005

http://wwwdefault.nhcgov.com/Outputladvrnap_SRVWEB 11 08922948I26I.jpg

6/13/2005

MFC Designated Fish Nursery Areas

"

PNA runs along marsh ed~
.. NE direction

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7

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,

RECEIVED
OCM WILMINGTON. NC
JUN 2 0 2005

N

W*E

s

Page 1 of 1

V\~ir\\~ mtt.p

<~"''''._'.'"''~ :-..'...'.."":-",--,'"
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RECE'VED
DCM WILMINGTON, NC
JUN 2 0 2005

http://wwwdefaultnhcgov.com/OutputJadvrnap_SRVWEB 11 089226321258.jpg

6/13/2005

LOCA nON MAP

HYDROGRAPHIC SURVEY

INLET POINT HARBOR

I 20051610

I I
I I
\ \ 14 I
\ 15 I I
\ I
\ _--1-------__+ I
.;.-- I ----------L I 11
:x/- \ S:;S7'51'J7"r:, 69.0', r? 86'11'30" I ---------+-- -L
.,/./ \ L9 ~'''a 8 ~ E ~7r:,00' ~ {I6' 19' 17" ' I
.,/ ~ I c:i ' . ~ ~ 97.00 I ~ 86' 17' 52" I
,/ \...6 ~ ~ 8.0 '2,2 F, E r:,91.oo' I 5.
/,/ '/I,e.1t~~ - - - _ .4 -~.6 -8.2 -7.9 -8.3-;;&6 -8:-9"" - - -=9~~ 1 - - _ =-I'~~RING EASf~~T NORTH -8.9 l.l,J ~j"4
" / t:,P-' - -84 -8.9 - - - _ _ -s -8.8
X 6.4 1 P-~ .,/-e:'6 -8::1'3.5 . -9.8 -1.Q.(J3 -10.7 --'05""""-:::-
/ ,,- - ~~~~~.,/ 70. ':i:J1/6':"10.'480ATCHANSLo.9 =10'7 -.1-10.0
/ 5.9 -l'/ -9.8 -10.1 -110 . :;t: -10.E
/ ~~/ -10.J,_-r- ----__. U
/ \Y/ _7g(j'8.2 _- / ' --:..TU:I---_.::2.:.8_~ -10.3
/ ~(,~ BOA T TURNING -8.0 ~. .-j::::: - - _ 5 Q 2~0 -M~RING EASEMENT SOUTH -8.7 ~-
~v/ -8.3-8.3 5$3 8 r:, 7.3
-. _ II 5, 0 BASIN :0 -7.6 - - -=.8.25 . 6'20' 00" E6.CtJ5.00" S 8@'9;z'" 5,0 40::
- _ _/~ ~7.4 BULKHEAD I 5.9 I'~ 9 46 E 95.fpJ{j' I 5.
-'f_- -~r./75 a ,--------+-___ I
/ !:J C:J) . -8.4 -8.3 -8.2 -7.8 -6 5 I : II - - - - - ;- - -

II 1/ -7.4 -7.5 -7.9 -7.7 -8.0 -8.r8.111 -7.7 7 / 25 I I
'-J -7. - '~5 26
I 5.7 ~I -8.3 / I I I

f 2;.0' !- -7.5 -8.6 I ~ : : c - :

I -l I -7.5 I 8 I I
+ 3 I -7.7 -7.7 -8.2/1-8.4-8.6 b / J~:./
----- -- -7.'6-7.7-7.7 "l- I
\ -7.8 I
\ -7.7 -7.8 ..J -7-:85 ~ I
\ \ - 7.4 _ _ _ - ~-u I I
\ \ -7.5 _ _ _ - -7.6 I I
\ r \ -7.1 _ _ - - -6.4 -4.8 I 5.0' I
\ ~7.4\_7.8 -7.2 _--- ~~T -7.1 _-..--4.9-:.n fUJ_/L L I
\ \ - -1- DOC!<)~G EAS. _ -r - ~-- - ....J.7 . ..!..Or'O'- _ __
\ \ ..- - - ~ -7.8 _ -iASEM5~ -- -- 6.1 ,J
/'-\/5.9 \' _j 0' \. _-UTiLlFf4~_- \ _--
_ / \ '\ . r \.- - -E h~Q -- .-: 4f;:1 - -
, <' -7.25 0' i- -- ,p. - 274. --\
,// \ ~-6.7\ - -~: .-:- '2-\1'58" E _-- \ 24
\ O-~ ~ - ~.4---,"""-: N 755.v \ '_ - - - \
\ 6. (;y' -~ 6.0. AND M.E._ - -\ \
\ 6 I D.E. - -- - \ 23 \
'\.. 'I -- \ \
'\. / / / 2 ~ 0 _ -J.- - ,,~. ;"''''''1
Yx / _ J- - I \ ,.,..,.. ~'"' CAA """
/ / /-....- - I \ ...:> 0<(. ~....~ O(,M.""
/ / / 22 $' ~/..'oyESS/Q". .'?~
/ ~/ I \ i ; Q,~ ~\ ~
('V \)j 21 I : it: SEAl i* =
/ .r/ I E ~ r- L-3830 tt'f !J'
~ / ':. ~ \'Y1-: 4,0- ~$
~. I \'6~....? SUR'l~.,~# J'I
...... 'AL::- .........~.o,.~ ~
'... "'-"'~ ~'- "
~~~~ J. l~ ,...,,,, " (..~'--_
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~}~.J0\~ ~ 1" = 50
I

!

NOT TO SCALE

I
\ ~
\ ei

INLET POINT HARBOR BOA T OWNERS ASSOCIA TION

13

I
/
I
I

\....

BOA T BASIN AND CANAL

FEDERAL POINT TOWNSHIP NEW HANOVER CO.
NORTH CAROUNA
o INNER/DEVELOPER: DA V1D GREER CONSTRUCTION INC,
BUFFKIN REALITY

DA TE: MARCH 2005

D.E. - DRAINAGE EASEMENT
M.E. = MAINTAINANCE EASEMENT
U.E. - UllUTY EASEMENT
P.E. = PEDESTRIAN EASEMENT
o IRON SET
o E.I.P. EXIST. IRON PIPE
o E.C.M. EXIST. CONCRETE MONUMENT
C C.C.M. CONCRETE CONTROL MONUMENT
o I.LM. IRON UNE MARKER
D.E. DRAINAGE EASEMENT
R/W RIGHT-OF-WAY
E.I. EXIST. IRON
o C.P. COMPUTED POINT

-7.2 SPOT ELEVATION

LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9

LEGEND

NOTES:

BEARING
N 53'08'40"
S 34' 37' 11"
S18'05' 21"
S 00'31'25"
N 19'49' 30"
S 34'59' 19"
S 51'22'21"
N 68' OQ' 28"
S 82' 04' 54"

12

16

"-
"
"
"

17

DISTANCE
15.19'
44.49'
56.24'
56.39'
50.12'
47.74'
49.88'
49.85'
56.36'

18

19

RECEIVED
rlCM WILMINGTON, NC

.IUN 2 0 2005

20

'!i
f/~''!J '\
~ t- 00~
, f,,? C [.C.M..
t,0? ~/~ /69.'!JJ
.. Gf^t ?o/ -:. t-
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IJ' .. ... c::,9
'0-" V '',J
o_'.~ ?9
[.C.M.

THE MA TCH LINE AND THE RIGHT
BORDER LINE FOR THIS SHEET AR
ONE IN THE SAME
SHEET 1 OF 4

25'

HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENG/NEms LAND PLANNERS
3/9 WALNUT STREET
'MLMINGTON. N.C. 2840/
PHONE: (9/0) 34J-8002
FAX: [phone]/

o

50'

- SURVEYED MARCH J 2005
- 20.944 ACRES TOTAL
- AREA COMPUTED BY COORDINA TE METHOD.
- FOR REFERENCE SEE MAP BOOK J/ PAGE 134, DEED BOOK 1/3/ PAGE /207
- ALL STREETS ARE PUBUC.
- ALL DISTANCES ARE HORIZONTAL.
- ALL BEARINGS ARE RELAnVE TO N.C. GRID (NAD /98J).

I I
SCALE IN FEET

@

J081/120S-/ SIffi

HYDROGRAPHIC SURVEY

INLET POINT HARBOR

INLET POINT HARBOR BOA T OWNERS ASSOCIA nON

BOA T BASIN AND CANAL

FEDERAL POINT TOWNSHIP NEW HANOVER CO.
NORTH CAROUNA
OWNER/DEVELOPER: DA VlD GREER CONSTRUCTION INC.
BUFFKIN REALITY

DA TE: MARCH 2005

I I
I I
I 9 I
I
I :
I

----____~ I

I ----------L_
- 8 ----

'::1. 5,9, S 8tb' .,p' 49u E I
7.4 Lu 1. 19caoo' I S 86;f!i!p' OOu E
8.8 ~ :b
:5.- 6.4 5:4 55
10.0:::1 - .
7.3
10.6:;J:
~ 7.9 8.-40 89
10..)::: 7.8 C. 7 TO TURN/Nr.... &:1AS/N 9.1
oq::- - - - - 8 6 -::l.Z -9.6
7.3~ _1,731 ---~---_~__ -8.8
4.5 L' -5.2 -5.4 - --=nr - - - - -=0:';--
5.8 5.8 58" 1 4.6 :.7n 8.2
I . 6.0 c. 6,8
-j- I 6.1 I 6.1
I T I
I I T
28 I I
I 29 I
I

STA n: OF NORTH CAROUNA
COUNTY OF NOW HANOVf:R

,
I
I
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I
I
I
-- -t-
--

100. flq,,' ~ 8
4. '6.1

10

8

7.3

El.6"

~

~

27

LEGEND

D.E. - DRAINAGE EASEMENT
M.E. =0 MAINTAINANCE EASEMENT
U.E. - UTlUTY EAS-<:.MENT
P.E. .. PEDESTRIAN EASEMENT

o IRON SET
o E.I.P. EXIST. IRON PIPE
o E.C.M. EXIST. CONCRETE MONUMENT
c C.C.M. CONCRETE CONTROL MONUMENT
o I.LM. IRON UNE MARKER
D.E. DRAINAGE EASEMENT
R/W RIGHT-Of-WAY
E.I. EXIST. IRON
o C.P. COMPUTED POINT
-8.2 SPOT ELEVATlON

30

NOTES:

- SURVE'rFD MARCH 3 2005
- 20.944 ACRES TOTAL
- AREA COMPUTED BY COORDINA TE METHOO.
- FOR REFERENCE SEE MAP BOOK 31 PAGE 134, DEED BOOK 1131 PAGE 1207
- ALL STREETS ARE PUBUC.
- ALL DISTANCES ARE HORIZONTAL
- ALL BEARINGS ARE RELAnVE: TO N.C. GRID (NAD 1983).

I
I -r-
4.6S 86' 20' 004"."" 10 I
0- 0.00' 41~L

I I
I I
I I
I 6 I
I I
I I
I I
-I-r -L
86' 206.00" E /200' DE AND M.E.
100.00' 6. -' S 86' 2 :()OU E I
100.00' .9 S 86' 20' OC(gE
M$cJR/NG EASEMENT NORTH 6.2
~8 8.0 20.0' 5.2
7.9 as -r:z- t - 7.0
-:.~.~OA T CHANEL -8. 7 -8~ - -

~ L -;; -y{r 619,2' -~.:t

M~~NG EASEMEN!.~FpUTH 6.420.0' -=T.g-
5.9 7.3 ~ 1 f ~.6
I 6.1 I <1.5
-----_+______ 2~0'! DE A~g ME. 6.1!

I --~T----___ I

I --""1-............
I I -_
I 31 : 32 I - _ _

: I I 33' '1
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; ~ ~.Y1-: ~Ol ~ ~
-::. Q~'''' ~ SU"''1I~ ..' >> $'
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~ "1. .........~::v ~ -
bv"",,~l. J. ~ .j.",\"" :L'C-D)
~ J:J\n~
50.1 ~ 25' 0 50'

I I I I
SCALE IN FEET

7

J
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I
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I
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I
I

4

5

6.3
8.0 6.1 4.9
---=8':":3---__-7.4 _ -67
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8.6 -8.1
- -8.6
7.7 ........,
-~ -
_ 7.4 - ""--- _ -~:5 11
~ 1 -8.8 -
6.1

-7.7

5.9

6 1

THE MA TCH LINE AND THE RIGHT AND LEFT
BORDER LINE FOR THIS SHEET ARE
ONE IN THE SAME

SHEET 2 OF 4

LOGA nON MAP

NOT TO SCALE

I
\ ~
2i
\

\....

"

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l' '- ~-Q. E 10().,gg' .7
NO BULKNIDl,Q
-6.5 -5.3'-
- _ _ -5.5
-6.9 l---------~
-7.4 -8.1 ::::
......J
-8.3 462' -17

.2~-9900 i- ~ ~:!~ ~A~E:: r ~
2 135[0'3J.5 4 I -~:.5 I
-8.2 I f I I 6
--- -w -1 L
- ~'5:... AND U.E.- --0:-0- -
-:?iI
6.0'
I
I
I
I

3

--

5.9

COMMON
AREA

34

HANOVER DESIGN SERVICES, P.A.
LAND SURVE:YORS ENGINEERS LAND PLANNERS
319 WALNUT STREET
VrlLMINGTON, N.C. 28401
PHONE: (910) 34J-8002
FAX: [phone]

1" =

50

JOBI 11205-2 SlW

@

"\~"I"",,,
~,\\\ ~\'\ CAA I~""
.....' O~ ........ 0<." "
~ ~ .,~~~ ESS/O". ~ .-:;.
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IJII',,~n ,~\ "). ~,~

~\.~~\vl~ ~

50' 25' 0 50'

HYDROGRAPHIC SURVEY

INLET POINT HARBOR

INLET POINT HARBOR BOA T OWNERS ASSOCIA TION

BOA T BASIN AND CANAL

FEDERAL POINT TOWNSHIP NEW HANOVER CO.
NORTH CAROUNA
OWNER/DEVELOPER: DA VlD GREER CONSTRUCTION INC,
BUFFKIN REAUTY

DA TE: MARCH 2005 I
I
I
2 I

--------J

100' TOTAL ,
S 6'20' 00" E 83.~ '

STATE: OF NORTH CAROUNA
COUNTY OF Nf:W HA/lO~

"7 4.3

MOORING EASEMEN": NORTH
7.5~ -8.).

7.3 -.I 8.1
::;r: 8.24 6'
-8.5 ~ l -6.7 BOA T CHANEL
.:.A 2,8.7
-8.7 ."4.: . -7.5 -8.1 ::;r:

i~ 1~-I-TI-T-r-1r.IT-- ~_ -8.7 ~ 66'~~~'~W
-8.4, 8.8' -/7.f3/ /-86 1-9.0 r - ~F.8 - ~ - ---'
7~ +6 I ~r' 500' J8.~ I ' ". -8.0
- - - -1_ I L +8.3, _ t -8.6 6
_ 10:0' - - -J.__=i?6 L ~.8 -77
:y- P.E. AND V.E. - --. . .
6.1 6.2 =-3:"9-:-n:- 43.0'--:1.
6.1 6.2
/
/
/
/
I

~SS LIt'tf2

1.'t

: .8~' 20' 00" E 365.00'

6.2
6.0

7.4

7.4

6.7
lu
~
-8.1-.1

-9.1
76' 58' 57" E
-8.4 15.70'

7.6

..................
..................
.................

-8.7

. GRASS UNE

87" 52' 0/"

6.0

~N 33" 29' 37" E
39.38'

34

6.2

6.7

35

LEGEND

36

........
.....

D.E. '" DRAINAGE EASEMENT
M.E. '" MAINTAlNANCE EASEMENT
U.E. '" UTlUTY EASEMENT
P.E. '" PEDESTRIAN EASEMENT
o IRON SET
o E.I.P. EXIST. IRON PIPE
o E.C.M. EXIST. CONCRETE MONUMENT
c C.C.M. CONCRETE CONTROL MONUMENT
o I.LM. IRON UNE MARKER
D.E. DRAINAGE EASEMENT
R/W RIGHT-OF-WAY
E.I. EXIST. IRON
o C.P. COMPUTED POINT
6.1 SPOT ELEVATION

~ ~
Pi' .
'V ..J'
"Jc\,
~
'-<J

THE MA TCH LINE AND LEFT
BORDER LINE FOR THIS SHEET ARE
ONE IN THE SAME

SHEET 3 OF 4

NOTES:

I I
SCALE IN FEET

- SURVErrn MARCH J 2005
- 20.944 ACRES TOTAL
- AREA COMPUTED BY COORDINA TE: METHOD.
- FOR REFERENCE SEE MAP BOOK 31 PAGE lJ4, DEED BOOK llJl PAGE 1207
- ALL STREETS ARE PU8UC.
- ALL DISTANCES ARE HORIZONTAL
- ALL BEARINGS ARE RaAnVE TO N.C. GRID (NAD 198J).

7 II - 50

~
-..;:
'-I
)...

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b
I-..
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LOCA nON MAP

NOT TO SCALE

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~

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~
(j
~
<
"(
~
"(

HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS V/G1NEERS LAND PLANNeRS
J19 WAUWT S7REET
~LJ,/INGTON. N.C. 28401
PHONE: (910) J43-8002
FAX: (910) J43-9941

JOBI 11205-2 SI'tB

@

.

HYDROGRAPHIC SURVEY

INLET POINT HARBOR

INLET POINT HARBOR BOA T OWNERS ASSOCIA nON

BOA T BASIN AND CANAL
FEDERAL POINT TOWNSHIP NEW HANOVER CO.
NORTH CAROUNA
OWNER/DEVELOPER: DA V1D GREER CONSTRUCTION INC,
BUFFKIN REAUTY I

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-8.3 1?;'.45' -8.6
- - - - - 6:~ 7~8' 58' 5:2.'3.1::
-8.0 15.70' -2.4
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-7.7 87" 52' 01"

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LEGEND

D.E. = DRAINAGE EASEMENT
M.E. = I.!AJNTAINANCE EASEMENT
U.E. = Ul1UTY EASEMENT
P .E. = PEDESTRIAN EASEMENT

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IRON SET
EXIST. IRON PIPE
EXIST. CONCRETE MONUMENT
CONCRETE CONTROL MONUMENT
IRON UNE MARKER
DRAINAGE EASEMENT
RIGHT-OF-WAY
EXIST. IRON
COMPUTED POINT
SPOT ELEVA110N

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329.00'
N 86' 06' 24" W

NOTES:

- SURVEYE:D MARCH 3 2005
- 20.944 ACRES TOTAL
- AREA COMPUTED BY COORDINA TE METHOD.
- FOR REFERENCE SIT MAP BOOK 31 PAGE 134,
DEED BOOK 1131 PAGE 1207
- ALL STREETS ARE PUBUC.
- ALL DISTANCES ARE HORIZONTAL
- ALL BEARINGS ARE RELATIVE TO N.C. GRID (NAD 1983).

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THE MA TCH LINE AND LEFT
BORDER LINE FOR THIS SHEET ARE
ONE IN THE SAME
SHEET 4 OF 4

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50'

25'

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SCALE IN FEET

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LOCA nON MAP

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NOT TO SCALE

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DA TE: MARCH 2005

STA ~ OF NORTH CAROUNA
COUNTY OF Nf:W HANOVUI

HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
319 WALNUT STREET
Yr1LMINGTON. N.C. 28401
PHONE:: [phone]
FAX: [phone]

JOBI 11205-4 SIffi

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Form DCM-MP-2

EXCA V ATION
AND .FILL

(Except bridges and culverts)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM.MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

Describe below the purpose of proposed excavation or
fill activities. All values to be ginn in reet.

acvro~\\")"\Q.k. Va,kU6 A~
r r EmtlDz
Len&tb Width Dtpth

F1nal
Project
Dtptla

Access
channel 4co', ::L.D1
(MLW) or (NWL)

~' - t \ I
bdD..o

-~.D
rnuJ

Canal

Boat . , I
basin ..yA /1'5/ ;Z-ll -~.o
~. bl.\oloZ> rv\u...c)
tY\L.W
Boat
ramp t-l/A ~/A N./A t-\/A
Rock ~JA
groin f'.\/ A
Rock ~~ ~/A.
breakwater
Other
(Excludina
shoreline
Il&bi1iu.lion)

Rc~d 03/95

D:~4~~O
J1l-?{" A 12'/1 _
'V1/1\.1 v~
.JIll OrO 0
'.2 8 Iv. 1\.1
<'005' c

1. EXCAVATION

a. Amount of mat~ria1 l? be excavafed from below d .
MHW or NWL In cubiC yards : Lt~ i 500 Cu.. Y . . J ,

b. Type of material to be excavated sand & silt

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? '_ Yes ~ No '

d. Highground excavation in cubic yards N/A.

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area On an existing dike area
located on a island south of Carolina Beach Inlet.

b. Dimensions of disposal area 2,400' (See map)

c. 1;>0 you claim title to disposal area?
_ Yes ..lL- No
If no, attach a letter granting permission from thf?
owner.

d. Will a disposal area be available for future
maintenance? _ Yes ~ No
If yes, where?

Fonn DCM-MP-2

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands?
Yes ~ No

f. Does the disposal include any area in the water?
Yes X No

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
~ Bulkhead ~ Riprap

b. Length NtA.

c. A verage distance waterward of MHW or NWL
N/A.

d. Maximum distance waterward of MHW or NWL
N/A.

e. Shoreline erosion during preceding 12 months
N/A.

(Soluct of information)

f. Type of bulkhead or riprap material N/A.

g. Amount of fill in cubic yards ~ be placed below
water level .
(I) Riprap NtA.
(2) Bulkhead backfill N/A

h. Type of fill material N/A.

i. Source of fill material Nt A.

4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)

a. Will fill material be brought to site?
_Yes ~No

Rerised 03/95

If yes,
(1) Amount of material to be placed in the
water N/A.
(2) Dimensions of fill area N/A

(3) Purpose of fill N/A.

b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
_Yes ~No
If yes,
(1) Dimensions of fill area N/A.

(2) Purpose of fill N/A.

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a. How will excavated or m.l material be kept o~,site~ C
and erosion controlled? dIke, bunns "-7
o

5. GENERAL

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? .
Hydraulic dredge

c. Will wetlands be cossed in transporting equipment
to project site? _ Yes 2- No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A.

Dana Lutheran (SEGi)

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