19940101 Ver 1_COMPLETE FILE_19940101

0"..
State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Environmental Management
James B, Hunt, Jr., Governor ID G H N F 1
Jonathan B, Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 25, 1994
Harbour Village Marina Inc.
P.O. Box 967
Hampstead, N.C. 28443
Dear Sirs:
Subject: Proposed fill in Wetlands or Waters
Shoreline stabilization and dredging- Harbour Village Marina
Pender County
DEM Project #94163
We have reviewed your request for 401 Water Quality Certification
to place fill material in 0.005 acres of wetlands or waters which are
tributary to Topsail Sound for shoreline stabilization and return
water from an upland diked disposal area located at Harbour Village
Marina in Pender County as described in your submittal dated 8 March
1994. Based on this review, we have determined that the proposed fill
is covered by General Water Quality Certification Nos. 2665 and 2668.
Copies of the General Certification is attached. These Certifications
are necessary for coverage under Corps of Engineers' Nationwide Permit
Nos. 13 and 16. This action completes DEM's review under Section 401
of the Clean Water Act.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
1786.
Mr. John Dorney
Central. Files
If you have any questions, please contact John Dorney at 919-733-
Sincerely,
esto / owar_d, r.. P.E.
94163.Itr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
?
STATE
w
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
Wilmington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
February 24, 1994
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant.:
Project Location:
Proposed Project:
This agency has no objection to the project as proposed.
Please indicate below your agency's position or viewpoint on the proposed project and return this norm by
March 17, 1994. 11' you have any questions regarding the proposed project, please contact Tere Barrett
at extension 246. When appropriate, in-depth comments with Supporting data is requested.
REPLY:
SIGNED
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Harbour Village Marina, Inc.
Roger N. Schecter
Director
Harbour Village Marina basin adjacent to 101 Harbour Village Dr. off of S.R. 1566
Applicant proposes maintenance dredging of the 200 slip Harbour Village Marina
and minor shoreline stabilization.
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 tilt. project for reasons described in the attached comments.
i
I
DATE' "I
127 Car(I in;iI Drive I-Aicnsion. W{Imin,,uin. N,C 2X-10S-3X415 • TeIcpIimio W) 11)S-3000 • Fax [phone]
An Equal Oppollunkv Mhrmalivc Acliom 1`1mplovci

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Harbour Village Marina, Inc.
2. LOCATION OF PROJECT SITE: The Harbour Village Marina basin adjacent to 101 Harbour
Village Drive off of S. R. 1566.
Photo Index-1989:171-5 gr.T-8,9,10,11; 11-U,V,W,X1984:22-245 gr.I-5,6,7,8; 8-J,K,L
State Plane Coordinates - X: 2411500 Y: 246400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/15/94
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 2/22/94
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Transition/Conservation
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Pumpout provided
Planned - N/A
(F) Type of Structures: Existing - 200 Slip Marina
Planned - Same
(G) Estimated Annual Rate of Erosion: 5'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
void area at high end of wetland sup-
porting Juncus romerianus, Distichlis 240 s.f.
s icata, Salicornia sp.
(C) Other
Shallow Bottom 265,000 s.f. 200 s. f.
High Ground 183,000 s.f.
(D) Total Area Disturbed: 10.3 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: Applicant proposes maintenance dredging of the 200 slip Harbour Village
Marina and minor shoreline stabilization.
Harbour Village Marina, Inc.
Page 2
9. PROJECT DESCRIPTION 2/22/94
The project site is approximately 34.7 acres located off of S. R. 1566 across from Topsail Island in
Pender County. The existing project is the 200 slip Harbour Village Marina basin and access channel.
The access channel is approximately 800' x 75'. The basin varies in width from 130' to 275', and is
approximately 1280' in length. The basin and access channel are stabilized by bulkheading. The
marina offices are on the north side of the basin, and the original spoil site is to the extreme north of
the basin.
The Pender County Land Use Plan classifies the high ground as Transition, and the wetland areas as
Conservation. The waters of Topsail Sound are classified SA by the Division of Environmental
Management. The area is a designated Primary Nursery area, and the Division of Marine Fisheries has
closed the area to shellfishing. The shellfish closure extends beyond the marina for a total distance of
600'. The existing water depth throughout the project site averages 5' to 6'.
The applicant proposes the maintenance dredging of the marina and the access channel. The proposal
includes the basin for its existing length of 1280', with widths varying from 130' to 275'. The access
channel is to be dredged to its existing width of 75' and length of 800'. The requested water depth is -
11' at the waterward end where the excavation joins the AIWW. The depth for the access channel
grades from -10' to -9' halfway to the basin. The basin depth is proposed for -8' to the point where
it squares off to the north. The remaining basin area is proposed to be dredged to a depth of -7' mlw.
The total square footage of excavated area is approximately 265,000 square feet.
The dredging is to be accomplished hydraulically, with the spoil to be pumped to the existing spoil area
at the north end of the basin. The spoil site is approximately 610' x 300'. The existing dike is 8' high,
and 55' wide at the bottom. This structure is to be maintained prior to dredging. The stilling basin has
been constructed across from the marina end in the past, with the effluent pipe emptying back into the
marina basin. This practice is to be followed on future projects as well.
The application also requests the placement of 100 square feet of riprap at the end of the bulkhead walls
on both sides. Because of the scouring around the ends of the walls, there is no vegetation at these
locations. The applicant is also requesting to place 4' of riprap for a distance of 60' behind the
bulkhead just north of the office. This area receives occasional flooding from the wetland area behind
the marina office. Though the species on two sides of this pocket are high ground, the influence to the
north causes Salicornia WR.., Juncus romerianus, and Distichlis s icata to come in on this side. The
area was filled without a permit in years past, and the owner was required to remove the fill. For
probably this reason, the species have not come back in, and left is an unvegetated pocket of wetlands.
Because of the subsiding of this area, the bulkhead wall is being undermined from behind. The
applicant proposes stabilizing the wall with the riprap placement.
Lastly, the applicant proposes maintenance to the marina sign. This sign is placed in the Public Trust
Area to the west of the AIWW.
10. ANTICIPATED IMPACTS
The proposed maintenance dredging would cause the disturbance of approximately 265,000 square feet
of bottom area . Approximately 27,000 cubic yards of material would be removed. No wetlands are
in the dredge area. Turbidity increases are to be expected during dredging. The spoil placement would
bring about the filling of approximately 4.2 acres of existing spoil disposal area. The riprap around the
bulkhead ends would fill approximately 200 square feet of shallow bottom. The riprap behind the office
would fill approximately 240 square feet of unvegetated coastal wetlands. Maintenance of the sign is
grandfathered tip to 50%. Beyond that would be replacement of a non-water dependent use.
Submitted by: T. Barrett Date: 2/23/94 Office: Wilmington
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
. I APPLICANT
a. Name Harbour Village Marina, Inc.
c/o Harbour Village Marina
Address P.O. Box 967
City Hampstead State NC
Zip 28443 Dayphone 910/270-4017
X Landowner or Authorized agent
b. Project name (if any) Harbour Village Marina
C.. If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
101 Harbour Marina Drive
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Maintenance of existing project
c. Will the project be for community, private, or
commercial use?
Commercial - existing
d. Describe the planned use of the project.
.-
Boat dockage, fueling, boat ramp
r -
7,
existina
r r ?? Z 1994
4 LAND AND WATER
CHARACTERISTICS DIVISION OF
EMEN7
a. Size of entire tract 34.7 acres
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+ 6'
d.
Soil type(s) and texture(s) of tract
Pactolus fine sand, Carteret fine sand,
C.
Dredge spoil
vegetation on tract Lawn Grasses Loblolly Pine,
Wax Mvrtle, Black Needle Rush, E. BaccF5xus
b. City. town, community, or landmark
Hampstead f.
C. County Pender g.
d. Is proposed work within city limits or planning
jurisdiction? No
'e. Name of body of water nearest project
Intracoastal Waterwav
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Man-made features now ot1 tract Harbour Master office,
Marina Basin, Boat Ramp,,
hat irthe AMd.aand Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed __.X- Community
Rural Other
h. How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
SA
a. Describe all development activities you propose. (for j
example, building a home, motel, marina, bulkhead,
or,pier). Marina maintenance dredging;
shoreline stabilization, marina waterwav
sicn maintenance, bulkhead backfill
Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
N/A
3191
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
t 3.75 acres in dredge spoil area
(existing)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? No, reference original marina
permit
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A'
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
st-nirbire during r7ewateri ng pQzJ Qd
m. Water supply source Carolina Water Company
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
P bD beach accessways or provide new access.
N/A
o. If the project is on the oceanfro t, wF! iM be the -
elevation above mean sea level f the firsthabitable
floor'? N/A
FEB 1 1994
6 EXCAVATION AND FILL DIVISION OF
INFORMATION COASTAL MANAGEMENT,
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(ULW) or (NWL)
Boat basin
Other (break-
water, pier, (2)
boat gyp, Bulkhead
rock jetty) End
S?ilizatioi
Fill placed in
wetland or below
MEW (2)
Length Width Depth
800' 75' 10'
1280' 130'- 7-9'
27 '
10' 10' 4'

10, 10,
%: t4xyl.;.;.
:
??y
s$:il
h%i
r
610' 00'

j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Discharae from water mntrnl
b. Amount of material to be excavated from below
water level in cubic yards 27,000 nu-
c. Type of material Fine sand
d., Does the area to be excavated include marshland,
swamps, or other wetlands?
No
e. High grog d excavation, in cubic yards
3/91
L Dimensions of spoil disposal area
F1Q' x 300' within dike
g. Location of spoil disposal area adjacent to
marina basin on N.E. s1 e
h. Do you claim title to the disposal area? Yes
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? Yes
If so, where? Same location
c. Shoreline erosion during preceding 12 months, in
feet t 5' at bulkhead ends
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water ± 30 cu. yd.
f. Type of fill material Rock
8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas? ing items must be submitted:
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fillin cubic yards t 30 cu. yd.
m. Type of fill material Rock
n. Source of fill material on-site upland source
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
N/A
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled?
Existing diked disposal area,
water control structure
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Hydraulic dredge, bull dozer,
Dan.
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken lessen environmental impacts.
N/A
7 SHORELINE STABILIZATION
a. Length of bulkhead or nprrap 20' total
b. Average distance waterward of mean high water or
normal water level 10'
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal _
Management and should be a vised-by ft-applicant of
that opportunity.
FE6 1 1994
DIVISION OF
3/'91 rnC?T?.L ?".^n' P (;P?71T
Name Robert Alberti
Address 26 Gloucester Court
Dur , N.C. 27713
Name. Pender Land Holdi ^QS. Tne_
Address 2830 Graham Rd Suite 200
Falls Church, VA 22042
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
149-73 DQM 1/30/80
113-80 DCM 7/26/85
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
4
.9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, gran 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
project.
This is the ,N ay of 192Y
X ?TS?? ?T lo(??t o,?
Landowner or Authorize age
1994
FE3
pIVIS!CN OF'
COASTAL MAI?AGEMF-
3/91
FLOW EBB a\ ? \\kii 4 ICWW
SHOAL-AVERAGE
DEPTH 1' - 3'
EXISTING BATHYMETRY
11 /.30193
EDGE OF NAVIGABLE WATER
PLOTTED FROM AERIAL PHOTOGRAPH
WATERWARD LIMIT OF
COASTAL VEGETATION
DAY MARKERS
ALL SOUNDINGS IN FEET
ALL SOUNDINGS REPRESENT MLW

SHOAL-AVERAGE
DEPTH V- 3'

F

SCALE 1' = ISO'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
/ HllySHEET/ OFD

COASTAL f•° ,:?r?
HARBOUR MASTER
OFFICE -4
Ec,-
RAMP

NOVEMBER 30.
PROPOSED DREDGING DEPTHS
4--FLOW EBB-
ICW W CENTERLINE
DREDGE CONTOURS TO MEET
EXISTING ICW W DEPTHS
SHOAL EDGE -3' DEPTH MARINA SIGN
C"
?,--
W W _ 1(I IJ,
MARSH GRASS AREAS
DAY MARKERS (CURRENT LOCATIONS
BULKHEAD END-
N
BU
A
SCALE 1"=187'
HARBOUR MASTER
OFFICE
MA R hVA BASIN'

FEB 194
B' DIVISfO,?) OF
OASTAL MAWGEMENT
RAMP

A'
DREDGE DEPTHS NEAR BULKHEAD TO BE
APPROVED BY ORIGINAL PROJECT ENGINEER
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ 1111Y. SHEET20F?-
DEPTH PROFILES
CURRENT PROFILES BASED ON
SOUNDINGS TAKEN 1 / 1 1 /93
A
MAW
-3
FEET -4
_5 CURRENT
-? PROP'OSED'
-a
B
M ?W
-3
FEET _S
-G
-7
-9
C
ML?4r
FEET _
CURRENT
PROP05ED

A

HOR. 1"=60'
VERT. 1"=6'
HOR. 1"=40'
VERT. 1"=6'
FEB I ?q?4.
DIVI ;- ; 0;'
COASTAL MANI"tC EIVIENT
C'
1 HOR. 1 "=30'
VERT. 1"=6'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
/ bWY (SHEET30F?-
PROPOSED MAINTENANCE ITEMS

DAY MARKERS TO BE ALIGNED
WITH CHANNEL EDGES
i1w
Ci
ADDITIONAL ROCK AT BULKHEAD END
TO PREVENT WASHOUT. ±100 SQFT.
NO VEGETATION TO BE COVERED.
ROCK TO BE PLACED BETWEEN BULKHEAD
AND BOARDWALK.
NO VEGETATION PRESENT. =240 SQFT.
SCALE 111=187'
PILE-SUPPORTED
MARINA SIGN TO
BE MAINTAINED

SAME AS
OPPOSITE
. r
FF.-; ) 1994
DIV1S!Q^J
S TA L P,ii „ "/E
1 E fV T
N
DIKE
DREDGE
SPOIL
AREA
WATER
CONTROL
STRUCTURE
i SILT SCREEN TO BE POSITIONED
/ DURING DEWATERING PERIOD
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
/ P4SHEETyOFV
DREDGE SPOIL AREA
,
Q
LLWATERGONTROL
A MARINA BASIN TO BE EXCAVATED TO 6' STORAGE CAPACITY
= 30,000 CU YD.

At
SCA E 11_=20_0'
FFE3 f994
DIVISfON OF
COASTAL NlANP,GEMENT
3:1 SLOPE
CROSS SECTION
WATER CONTROL STRUCTURE
ROAD SR
A r1566
8 DIKE DIKE 8' q'
BASIN
EFFLUENT PIPE
HOR 1"=100'
VERT 1"=30' MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ RVK-(SHEET,SOFS--"
A
PROPERTY SURVEY

-
'G
L:
a

i'
- DREDGE SPOT \
AREA
WATER
` fP 6
..?• , ,, ? or"CONIROL
STRUCTURE
ICI..:"
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1 ?l1AkINA BASIN t _
r I ?? _t,.. A,.
'
._%F
h?'? rear .

??a1
`1 InF
dII,GEMEN'
A
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
/ PyVeSHEETG OFD
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MARINA MAINTENANCE DREDGIN
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
1277?YSHEETB'OD" n^?
OF
Y ..?/1 ?, i, .v OO e
SITE
761.-e-llom

i
NOTICE OF FILING OF
PLICATION FOR CAMA MAJOR DEVELOPMENT I ! 7 1994
PERMIT AND WATER QUALITY CERTIFICATION
The Dep ment of Environment, Health and Natural Resources hereby gives public
notice as requ' by NCGS 113A-119(b) and 143-215 3(a)(1)(c) that Harbour Village
Marina, Inc., of Pender County, filed an application on 02/22/94, for a permit from the
Division of Coas . Management to develop in an Area of Environmental Concern and for
certification from he Division of Environmental Management that a discharge of fill material
in project wetland will not violate applicable water quality standards.
According ??ur said application Harbour Village Marina proposes maintenance dredging
of the 200 slip H Village Marina and minor shoreline stabilization.
A copy of the entire application and additional information may be examined (or
copies furnished dpon request and payment of reproduction costs) during normal business
hours at the offs of Environment, Health and Natural Resources, Division of Coastal
Management, and Division of Environmental Management, located at 127 Cardinal Drive
Extension, Wilmington, North Carolina 28405, 919/395-3900.
The Division of Environmental Management proposes to take final action on this
water quality certification on or before April 11, 1994. The issuance of the CAMA Major
Development permit and the Section 401 Certification may deviate from this projected date
depending upon the nature of the comments submitted and subsequent hearings that may
result.
All persons desiring to make comments should do so in writing to Roger N. Schecter,
Director, Division of Coastal Management, P. O. Box 27687, Raleigh, N.C., 27611, prior to
April 5, 1994 for consideration in the CAMA permit decision, and to Mr. John Dorney,
Division of Environmental Management, P.O. Box 27687, Raleigh, N.C., 27611, prior to
March 31, 1994 for consideration in the water quality certification decision. Later comments
on the CAMA application will be accepted and considered up to the time of permit decision.
Project modifications may occur based on review and comment by the public and state and
federal agencies. Notice of the permit decision in this matter will be provided upon request.
PUBLISHED ON: Wednesday, March 16, 1994
FE13-25-1 `J94 16:46 FROt 1 EHNR W I LH REG OFFICE TO GHLHMD L DORNE`( P.01
Statc of North Carolina
Department of Environment, Ii alto, and Natural Resources
Wilmington Rt-uional Office
?amcs B. Hunt, Governor
Jonathan B. Howes, Secretary
FAX COVER SHEET
Bob Jamieson
Regional Manager
DATE:
CO:
FAX
REMARKS:
NO. OF PAGES Z
?R6fvt: L _dj ??LO
CO:
FAX
127 Cerdmid Drive, Exlcn,tou, Wilmington, N.C. 25405-3845 • Telephone [phone] • Fax [phone]
An Equal Opponur,ny Afrtirromnve Action Fmplover
9 y?? ? TOTHL P.01
- DIVISION OF COASTAL MANAGEMEAI'
FIELD INVESTIGATION REPORT
1. APPLICAN'T'S NAME: Harbour Village Marina, Inc.
2. LOCATION OF PROJECT SITE: The Harbour Village Marina basin adjacent "o' lbl' Harbour
Village Drive off of S. R. 1566.
Photo Index-1989:171-5 gr.T-8,9,10,11; 11-U,V,W,X1984:22-245 gr.I-5,6,7,8; 8-.J,K,I,
State Plaiie Coordinates - X: 2411500 l': 246400
3. INVESTIGATIONTYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site. Visit - 2/15/94
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 2/22/94
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - fender County
Land Classification From LUP - Transition/Conservation
(R) AEC(s) Involved: PT, IOW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Pumpout provided
Planned - N/A
(F) "Type of Structures: Existing - 200 Slip Marina
Planned - Sallie.
(G) Estimated Annual Rate of Erosion: 5'
Source - Applicant
7. HABITAT DESCRIPTION: (AREA]
DREDGED PILLED OTHF.1Z
(A) Vegetated Wetlands
(13) Non-Vegetated Wetlands

Vold area at Illgh clld of wetland Sup-
porting ,IuneuS rlmc,ri_etis, DistichIls 240 s. 1'.
s_picata, Salicornia St?p_
(C) Other
Shallow Bottom 265,000 s. (. 200 SJ.
High Ground 183,000 S.1'.
(D) 'T'otal Areal Disturbed: 10.3 acres
(h;) Primary Nursery Area: Yes
(1?) Water Classification: SA Open: No
8. PROJECT SUNINIARY: Applicant proposes maintenance. dredging of the 200 slip Harbour Village
Marina and minor shorclinc stabilization.
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10. ANTICIPATED IMPAC'T'S
The proposed maintenance dredging would cause the disturbance of approximately 265,000 square feet
of bottom area . Approximately 27,000 cubic yards of' material would be removed. No wetlands are
in the dredge area. Turbidity increases are to be expected during dredging. The spoil placement would
bring about the filling of approximately 4.2 acres of existing spoil disposal area. The riprap around the
bulkhead ends would till approximately 200 square feet of' shallow bottom. The riprap behind the office
would fill approximately 240 square feet of unvegetated coastal wetlands. Maintenance of' the sign is
grandfathered up to 50%. Beyond that would be replacement of it non-water dependent use.
Submitted by: T. Barrett Date: 2/23/94 Office: 1Vilinington
161E
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5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed N/A
b. Number of lots or parcels ~ N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
± 3.75 acres in dredge spoil area
(existing)
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? No, reference original marina
permit
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A*
h. If applicable, has a stonnwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
m. Water supply source Carolina Water Company
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
p N/A beach accessways or provide new access.
o. If the project is on the oceanfro ?-- ?wfiat;will be the
elevation above mean sea level f the first.habitable
floor? N/A _. ±
FEB 1 1994
6 EXCAVATION AND FILL p1VI-"0)N OF
INFORMATION COASTAL MANAGEMENT,
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier, (2)
boat ramp, Bulkhead
rock jetty) End
Sta,bilizatior
Fill placed in
wetland or below
MHW (2)
j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Discharge from wafer r•nnf-rnl
Length Width Depth
800' 75' 10'
1280' 130'- 7-9'

10' 10' 4'
:'. g g x•. . .

10' 10
??i: ) L?L??Jn
•i
'
i.
l/ Sri:
1
?
610 00
b. Amount of material to be excavated from below
water level in cubic yards 27, 000 ; d
c. Type of material Fine sand
d., Does the area to be excavated include marshlarA
swamps, or other wetlands?
No
c. High ground excavation, in cubic yards
N/A
2 3/91
f. Dimensions of spoil disposal area
610' x 300' within dike
g. Location of spoil disposal area adjacent to
marina basin on N.E. si e
h. Do you claim title to the disposal area? yes
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? Yes
If so, where? Same location
j. Does the disposal area include any marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fill in cubic yards ± 30 cu. yd.
m. Type of fill material Rock
n. Source of fill material on-site upland source
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
. N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
Existing diked disposal area,
water control structure
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Hydraulic dredge, bull dozer,
pan.
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken Ao lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or nlyr p 20' total
b. Average distance waterward of mean high water or
normal water level 10'
c. Shoreline erosion during preceding 12 months, in
feet ± 5' at bulkhead ends
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
meanhighwater ± 30 cu. yd.
f. Type of fill material Rock
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised-by the applican t of
that opportunity. `
i
i.? 1994
3/91
?, i 3
Name Robert Alberti
Address 26 Gloucester Court
Durham, N.C. 27713
Name Pender Land Holdings, Tnr
Address _ 2830 Graham Rd. Suite 200
Falls Church, VA 22042
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
149-73 DCM 1/30/80
113-80 DCM 7/26/85
A check for $250 made payable to the Department of
Environment , Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
.9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, gran', 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
project.
This is the NW day of J? ?4 y , 192Y
X ?T%?L. (T lo(Rc $o.
Landowner or Authorize agen )
1994
p1V1`._?,'?? Or
COASTAL ??A;JfaGEIV1FNT
3/91
FLOW EBB a\ ? ?\61 i F-ICW W-
SHOAL-AVERAGE
DEPTH l'- 3'
SHOAL - AVERAGE
DEPTH V- 3'
EXISTING BATHYMETRY
11130193
EDGE OF NAVIGABLE WATER
PLOTTED FROM AERIAL PHOTOGRAPH
WATERWARD LIMIT OF
COASTAL VEGETATION
DAY MARKERS
ALL SOUNDINGS IN FEET
ALL SOUNDINGS REPRESENT MLW
SCALE 1' = 150'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
HT? SHEET/ OFFf

n

HARBOUR MASTER
OFFICE /.
s
,

5
RAMP
NOVEMBER 30. 1993
PROPOSED DREDGING DEPTHS
FLOW EBB -
ICW W CENTERLINE
DREDGE CONTOURS TO MEET
EXISTING ICW W DEPTHS
11
SHOAL EDGE -3' DEPTH MARINA SIGN
C"
Ww,\ -V/
MARSH GRASS AREAS
DAY MARKERS (CURRENT LOCATIONS)
V%
BULKHEAD END-
N
BULKHEAD
A
r6(
SCALE 1 "=187'
HARBOUR MASTER
OFFICE
Ai.-1 R IN'14 RASI N
A
DREDGE DEPTHS NEAR BULKHEAD TO BE
APPROVED BY ORIGINAL PROJECT ENGINEER
B

P
f
F .F IlaCl??l .I??
RAMP
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ P'IfY. SHEET20F,?-
DEPTH PROFILES
A
M LW
FEET -y
-s
-6
-7
-8
IB
MLW F
-3
FEET ?S
-6
-7
- b'
_q
C•
M L \,/r-
-3
- Li
FEET -s
-6
-F
CURRENT PROFILES BASED ON
SOUNDINGS TAKEN 1 / 1 1 /93

HOR. 1"=60'
VERT. 1"=6'
HOR. 1"=40'
VERT. 1"=6'
CURRENT
PROPOSED.' ' ?,':;rv m
FFi3
C
1 HOR. 1"=30'
VERT. 1"=6!
CURRENT
PROPOSE
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ 0/91fSHEET30F, -
PROPOSED MAINTENANCE ITEMS

DAY MARKERS TO BE ALIGNED
WITH CHANNEL EDGES
ADDITIONAL ROCK AT BULKHEAD END
TO PREVENT WASHOUT. --100 SOFT.
NO VEGETATION TO BE COVERED.

ROCK TO BE PLACED BETWEEN BULKHEAD
AND BOARDWALK.
NO VEGETATION PRESENT. =240 SOFT.
SCALE 111=187'
PILE-SUPPORTED
MARINA SIGN TO
BE MAINTAINED
SAME AS
OPPOSITE
t9?J4
1
DIKE
DREDGE -" L?DURING T SCREEN TO BE POSITIONED
SPOIL DEWAT ERING PERIOD
AREA
WATER MARINA MAINTENANCE DREDGING
CONTROL INTRACOASTAL WATERWAY
STRUCTURE FENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ p49?'SHEETyOF?-
DREDGE SPOIL AREA
L
610'
4 300'=
WATER CONTROL
MARINA BASIN STRUCTURE
DIKE 55'
TO BE STABILIZED
TO BE EXCAVATED TO 6' STORAGE CAPACITY
= 30,000 CU YD.
SCA 4 1"=200'
FFi7 1994
DIV"`- , OF
COASTAL MANAGEMENI-
3:1 SLOPE
A
BASIN
HOR 1"=100'
VERT 1"=30'
ROAD D
8'
CROSS SECTION
WATER CONTROL STRUCTURE
DIKE 8
EFFLUENT PIPE
SR 1566
A'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ a`/19(SHEET,SOF?-'
A'
PROPERTY SURVEY
\' \
m?
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T. EUGENE SMITH

ra??
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ Pq/7, SHEETG OF?'
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10137 ` y y I`' ll'JS n? r 1 INTRACOASTAL WATERWAY
PENDER CO., NORTH CAROLINA
-?> ? `?\. o ? ? ?yt? p? = - = 9GF-1•" ,rat Elm: i I j 1 G . , ? ; ? ? ? +, a ,,
HARBOUR VILLAGE MARINA, INC.
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ton

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
March 18, 1994
IN REPLY REFER TO
Regulatory Branch
Action ID No. 199401375
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:

Reference the application of Harbour Village Marina, Incorporated,
represented by Land Management Group, Incorporated, for a Department of the
Army permit to maintain a channel and basin, place riprap material and
maintain a sign off the Atlantic Intracoastal Waterway (AIWW), near Hampstead,
Ponder County, North Carolina.
The Federal agencies have completed review of the proposal as presented
by the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. The riprap material will be positioned in accordance with permit
plans. To prevent an unintentional violation of this authorization,
representatives of the North Carolina Division of Coastal Management and the
Corps of Engineers will be available to stake the alignment prior to
construction.
C. The riprap material will be clean and free of any pollutants except
in trace quantities. Metal products, organic materials, or unsightly debris
will not be used.
d. All excavated materials will be confined landward of the mean high
water (MHW) elevation contour within adequate dikes or other retaining
structures to prevent spillover of solids into any vegetated wetlands or
surrounding waters.
e. The terminal end of the pipeline from the dredge into the diked
retention area will be positioned at or greater than 50 feet from any part of
the dike and a maximum distance from spillways to prevent dike erosion and to
allow adequate settlement of suspended solids.
f. A water control structure will be installed at the intake end of the
effluent pipe leading from the retention area in order to ensure maximum
settlement of suspended solids.
g. Flow from the diked retention area will be confined by pipe, trough,
or similar device to a point at or below the mean low water (MLW) elevation
contour to prevent gully erosion and siltation.

-2-
h. No vegetated wetlands will be excavated or filled.

i. Excavation in the basin will not exceed eight (8) feet below the
elevation of mean low water (MLW), and excavation in the channel will not
exceed eleven (11) feet, MLW.
J. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
k. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit. The permittee is
not relieved of this requirement if he abandons the permitted activity without
having it transferred to a third party.
1. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 25 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
John Dorney
(Water
Ms. L. X. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.H.
Atlanta, Georgia 30365
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division
of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON?j
WQ SUPERVISOR: ADKINS
DATE: March 21, 1994
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 94 PERMIT NO.: 94163 COUNTY: Pender
PROJECT NAME: Harbour Village Marina
PROJECT TYPE: Dredging PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: February 25, 199 f2 Cl n °?J
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624 Q l5 II
*STREAM OR ADJACENT WATER BODY: Topsail Sound rW
CLASS: SA STREAM INDEX #: 18-87-10 + MAR 2 4 1994
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: SM wETI:;,;
WL REQUESTED: 0.005 WL ACR EST: Yes _,, 4'lITLlt <<i!
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to perform maintenance dredging in the Harbor
Village Marina Basin. Also proposed is the placement of approximately 440 sq. ft. of riprap.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: Individual Certification for the placement of riprap and for dredge spoil
dewatering.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 200 sq. ft. WETLAND: 240 sq. ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
94163.mar
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
That the 401 Certification should contain the following conditions for the placement of the
riprap.
1. That the riprap be of such size so as not able to be carried off by wave action and consist
of clean rock or masonry material free of debris or toxic pollutants.
2. That the project be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
The applicant should also meet the requirements of General Certification #2668 for dredge
spoil dewatering.
cc: Central Files
Wilmington Regional Office Files
DCM-Tere Barrett
John Parker
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890 _
WILMINGTON, NORTH CAROLINA 28402-1890 WETLANDS GROUP
February 1, 1994 WATER UALITY SECTI(
;.
IN REPLY REFER TO
Regulatory Branch
Action ID No. 199401375 J
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
Enclosed is the application of Harbour Vil age Marina, Incorporated, for
Department of the Army authorization and a State Water Quality Certification
to maintain a channel and basin, place riprap material, construct and backfill
a bulkhead and maintain signs off the Atlantic Intracoastal Waterway (AIWW),
near Hampstead, Pender County, North Carolina. Your receipt of this letter
verifies your acceptance of a valid request for certification in accordance
with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by April 1, 1994, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Rudi Schiener, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
Wrig
C egula ry Branch
Enclosure
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division
of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
' / l YO 7.5?
At Ofd A..25 2
Wdmi-gAw, ? WA Waw&m 28401
3d-- 999-452-0009
92o4d Y.. Amd
9.9W gr A"..
YJ January 24, 1994
Rudy Schiener
U.S. Army Corps of Engineers
Regulatory Branch
P.O. Box 1890
Wilmington, N.C. 28402-1890
Dear Rudy:
L)
"i,,, 'I ? 1'y9;;

Ad& 94
Y--.Y A .A OF. SP.A
.7805 W/,*/W„ & .
?W . W403
I have enclosed a copy of an application for a CAMA Major Permit on
behalf of Harbour Village Marina, Inc. They wish to perform marina
and channel maintenance dredging along with some minor shoreline
stabilization, bulkhead backfill and marina sign maintenance.
The existing dredge spoil area has been used repeatedly during the
past and will be excavated to provide the required capacity for
this project. The water control structure will also be rebuilt.
If you would like to review this site or have any questions, please
contact me at any time.
Sincerely,
Steve Morrison
Environmental Consultant
SM/dm
Enclosure: Application Package
i .......? l , .. L..)
J' Al '? 19111
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stonnwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
I APPLICANT
a. Name Harbour Village marina, Inc.
c/o Harbour Village Marina
Address P.O. Box 967
City Hampstead State
NC
Zip 28443 Dayphone 910/270-4017
Landowner or Authorized agent
b. Project name (if any) Harbour Village Marina
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Maintenance of existing project
c. Will the project be for community, private, or
commercial use?
Commercial - existing
d. Describe the planned use of the project.
tramp
Boat dockage, fueling, boa -
existina
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 34.7 acres
b. Size of individual lot(s) N/A
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
101 Harbour Marina Drive
b. City, town, community, or landma:k
Hampstead
c. County Pender
d. Is proposed work within city limits or planning
jurisdiction? No
e. Name of body of water nearest project
Intracoastal Waterway
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose, (for
example, building a home, motel, marina, bulkhead,
or.pier). Marina maintenance dredging,
shoreline stabilization, marina waterway
Dian maintenance, bulkhead backfill
c.
d.
e.
Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+ 61
Soil type(s) and texture(s) of tract
Pactolus fine sand, Carteret fine sand,
Dxedge spoil
vegetation on tract Lawn Grasses Loblolly Pine,
Wax Myrtle, Black Needle Rus , M-ccMrus
f. Manmade features now oa tract Har ur Master office,
Marina Basin, Boat Ramp, ,
e Seas
g. Oha the and Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed X_ Community
Rural Other
h. How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
SA
j. Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
N/A
x/'91
5 UPLAND DEVELOPMENT . qtnirttirc- c3iiri ng r3pwatari nqperio3
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m. Water supply source Carolina Water Company
structuresproposed N/A
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
b. . Number of lots or parcels N/A bUc beach accessways or provide new access.
pu
r
//
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed o, If the project is on the oceanfront, what will be the
t 3.75 acres in dredge spoil area elevation above mean sea level of the first habitable
(existing) floor? N/A
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
6 EXCAVATION AND FILL
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land INFORMATION
Resources? No, reference original marina

f
Give the percentage of the tract within 75 feet of a. Describe below the purpose of proposed excavation
. or fill activities (excluding bulkheads, which are
mean high water to be covered by impermeable covered in Section 7).
surfaces, such as pavement, buildings, rooftops.
N/A Length Width Depth
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (Iv LW) or (NWL) 800' 75' 10'
N/A.
Boat basin 1280' 130'- 7-9'
97c; 1
h. If applicable, has a stormwater management plan Other (break- -
been submitted to the Division of Environmental water, pier, (2) 10' 10' 4'
Management? N/A boat ramp, Bulkhead
i. Describe proposed sewage disposal and/or waste
eatment facilities
t
t rocketry) End
S ilizatio
.
wa
er
r Fill place in
wetland or below
MHW (2) 10' 10'
j. Have these facilities received state or local approval? Upland fill
N/A areas 610' 00
b. Amount of material to be excavated from below
k. Describe existing treatment facilities. water level in cubic yards 27,000 r-u _ .
N/A
c. Type of material Fine sand
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). pisrha;P rm w?tar m,+.,i
d., Does the area to be excavated include marshland,
swamps, or other wetlands?
No
C. High ground excavation, in cubic yards
N/A
14/01
f. Dimensions of spoil disposal area
00' x 300' within dike
g. Location of spoil disposal area adjacent to
marina basin on N.E. s1 e
h. Do you claim title to the disposal area? Yes
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? Yes
if so, where? Same location
j. Does the disposal area include any marshland,
swamps, or water areas?
No
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fill in cubic yards t 30 cu. Yd.
m. Type of fill material Rock
n. Source of fill material on-site upland source
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
Existing diked dis sal area,
water control structure
ure
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Hydraulic dredcre, bull dozer,
_nan.
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be takNe/nAto lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or ngmp 20' total
b. Average distance waterward of mean high water or
normal water level 10'
c. Shoreline erosion during preceding 12 months, in
feet _± 5' at bulkhead ends
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below -
meanhighwater t 30 cu, yd.
f. Type of fill material Rock
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument undcr which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 710203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/'91
Name Robert Alberti
Address 26 Gloucester Court
Durham, N.C. 27713
Name Pender Land Ho1_dinas, Tnr__
Address 2830 Graham Rd. Suite 200
Falls Church, VA 22042
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
149-73 DC M 1/30/80
113-80 DCM 7/26/85
A check for $250 made payable to the Department of
Environment. Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of itate 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
project.
This is the .2k4ay of TA-wwA-' y , 191`x.
X Sm£. P Io"4So-
Landowner or Authorized en
4 3/91
FLOW _? EBB
SHOAL-AVERAGE
DEPTH V- 3'
e„(,s 4
\W l / ?ICW W-?
EXISTING BATHYMETRY
11130193
EDGE OF NAVIGABLE WATER
PLOTTED FROM AERIAL PHOTOGRAPH
WATERWARD LIMIT OF
COASTAL VEGETATION
0 DAY MARKERS
ALL SOUNDINGS IN FEET
ALL SOUNDINGS REPRESENT MLW
N
SCALE 1' = 150'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY HARBOUR MASTER
PENDER CO.. NORTH CAROLINA OFFICE
HARBOUR VILLAGE MARINA. INC.
l p")(SHEET/ OF8'
11
?;
SHOAL - AVERAGE
DEPTH V- T

RAMP
NOVEMBER 30. 1993
PROPOSED DREDGING DEPTHS
lk FLOW EBB-
ICW W CENTERLINE
DREDGE CONTOURS TO MEET
EXISTING ICW W DEPTHS
SHOAL EDGE -3' DEPTH MARINA SIGN
t' CW' W w w ? ??,'?-
W
W'lJ ?Wv
MARSH GRASS AREAS
DAY MARKERS (CURRENT LOCATIONS)
BULKHEAD END-
N
BULKHEAD
A
SCALE 1"=187'
HARBOUR MASTER
OFFICE
IVIA R IN.A BASIL'
A'
DREDGE DEPTHS NEAR BULKHEAD TO BE
APPROVED BY ORIGINAL PROJECT ENGINEER
B
RAMP

B'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ kynySHEETA OF?'
DEPTH PROFILES
CURRENT PROFILES BASED ON
SOUNDINGS TAKEN 1 1 / 1 1 /93
Ml
FEET -
B
Mow
-3
FEET _S
-c
_7
- sr
-9
ML
-y
FEET _
C
C'
B'
HOR. 1"=60'
VERT. 1 "=6'
HOR. 1 "=40'
VERT. I"=6'
CURRENT
PROPQ$ED
HOR. 1"=30'
VERT. 1"=6'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
/ A!*YSHEET3 OFD
A 4,
PROPOSED MAINTENANCE ITEMS
DAY MARKERS TO BE ALIGNED
WITH CHANNEL EDGES

PILE-SUPPORTED
MARINA SIGN TO
BE MAINTAINED
Cl
ADDITIONAL ROCK AT BULKHEAD END
TO PREVENT WASHOUT. x-100 SQFT.
NO VEGETATION TO BE COVERED.
SAME AS
OPPOSITE

ROCK TO BE PLACED BETWEEN BULKHEAD
AND BOARDWALK.
NO VEGETATION PRESENT. =240 SQFT.
SCALE 111=187'
N
DIKE
DREDGE
SPOIL
AREA
I
WATER
CONTROL
TRUCTURE
i SILT SCREEN TO 6E POSITIONED
DURING DEWATERING PERIOD
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA. INC.
/ kY"SHEET'/ OFe'
DREDGE SPOIL AREA
1?1
Q
j
610'
A 4 300'->
WATER ONTROL
MARINA BASIN STRU TTURE
DIKE 55'
TO BE STABILIZED
TO BE EXCAVATED TO 6' STORAGE CAPACITY
= 30,000 CU YD
A'
SCALE 111=200'
3:1 SLOPE
CROSS SECTION
ROAD WATER CONTROL STRUCTURE SR 1566
81 8' A DIKE 61 6R?4- DIKE A'
BASIN \
EFFLUENT PIPE
HOR 1"= 100'
VERT 1"=30'
MARINA MAINTENANCE DREDGING
INTRACOASTAL WATERWAY
PENDER CO.. NORTH CAROLINA
HARBOUR VILLAGE MARINA, INC.
/ /?47YSHEET,5'OFS-
PROPERTY SURVEY
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