19870018 Ver 1_COMPLETE FILE_19880422

r
Permittlass
:Amended
(6y_ CRC Variance)
R-1

0 Excavatio * tfl6r`> g pt?s to NCGS 113.229
Issuedto Basin Street Associates. P. 0 Box 1213 Wilmington NC 28405
authorizing development in New Hanover County at Carolina Beach Yacht Basin
as requested in the permittee's application dated 6/30/87 including
attached plats, sheets 1-5 of 5 with site map & sheets 2 4 and 5 dated rec 7/15/87 and
sheet 3 dated 8/10/87
This permit, issued o :/ / 7 Z-.7 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 subject
Yv11,J1,?«G LV a 1111c, unprrsonmen[ or civu acuon; or may oaUse the permit to be null and void
Excavation
(1) In order to protect juvenile shrimp and fin fish populations, no excavation
or filling will be permitted between the dates of April 1 and September
30 of any year without the prior approval of the N.C. Division of Coastal
Management.
(2) The diked, excavated material retention area will be constructed a sufficient
distance from the mean high water (MHW) elevation and any vegetated wetlands
to eliminate the possibility of dike erosion into or upon any marsh or
surrounding waters.
(3) 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.
(4) The terminal end of the pipeline from the dredge into the diked retention
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.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31, 1991
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Permit Number
-STATE OF NORTH CAROLINA 0-88
Department of Natural t},Community Development

area will be positioned at or greater than 50 feet from any part of the
dike and at a maximum distance from spillways to prevent dike erosion and
to allow adequate settlement of suspended solids.
(5) 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.
(6) 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 resultant unnecessary siltation.
(7) Vegetated wetlands will not be excavated or filled.
(8) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
NOTE: An Erosion and Sedimentation control plan will be required for this
project. This plan must be filed at least thirty (30) days prior to
beginning any land, disturbiri,act ivity. Submit this plan to the Dept.
of Natural Resources .and Community Development, Land Quality Section,
7225 Wrightsville Avenue, Wilmington, NC 28403.
Bulkheading
(9) The bulkhead will be positioned at or landward of the mean high water (MHW)
elevation contour. To prevent an unintentional violation of this authorization,
representatives of the N. C. Division of Coastal Management and the Corps
of Engineers will be available to stake the alignment prior to construction.
(10) All backfill materials will be obtained from an upland source and confined
landward of the permitted bulkhead.
Construction of Docks and Piers
(11) The authorized structures and associated activity will not cause an unaccept-
able interference with navigation.
(12) This permit does not authorize interference with any existing or proposed
Federal project.
Marina Operation
(13) Prior to the occupancy of any new slips,-the marina will install and maintain,
for the life of the project, a marine pumpout facility to service boats
with holding tanks.
(14) The marina will post and enforce a no sewage discharge policy.
(15) Livi-ng aboard vessels is not authorized at the marina.
(16) All floating structures, other than boats; used for habitation or commerce
(as defined in 15 NCAC 7M.0602) shall be'in conformance with"local regulations
for onshore sewage treatment.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
February 16, 1988
SUBJECT: File No. SAWC087-N-065-0470
Basin Street Associates
c/o Mr. George W. Nadeau
Post Office Box 1213
Wilmington, North Carolina 28405
Gentlemen:
e-i '7
y... 0"1
t` it lJ
I7
Reference your application for Department of the Army
authorization to maintain a basin, construct docks and construct
and backfill bulkheads to expand commercial marina facilities on
Carolina Beach Yacht Basin, north of Carolina Beach, New Hanover
County, North Carolina.
Your proposal has been reviewed and found to
with our general permit No. SAWC080-N-000-0291.
may commence construction in strict accordance w
authorization and the enclosed plan. Failure to
State authorization or conditions of the general
result in a violation of Federal law.
be consistent
Therefore, you
ith your State
comply with your
permit could
If any change in your work is required because of unforeseen
or altered conditions or for any other reason, revised plans
must be sent to us and the North Carolina Division of Coastal
Management prior to accomplishing any such change or alteration.
Such action is necessary as revised plans must be reviewed and the
authorization modified.
Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Ann Miller
State Property Section
North Carolina Department of
Administration
116 West Jones Street
Raleigh, North Carolina 27603
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North. Carolina 27611-7687
Mr. C. Robert Stroud, Jr.
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
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Permit Class Permit Number
New STATE OF NORTH CAROLINA 8-88
Department of Natural Resbiirps`"-dnd,Community Development
a
0(astalrRetburc? ot?
!for '. _
XX Excavation ,and/orAff4pti `suant to NCGS 113-229
Issuedto Basin Street Associates, P. 0. Box 1213, Wilmington, NC 28405
authorizing development in New Hanover . County at Carol i na Beach Yacht Basi n
as requested in the permittee's application dated 6/30/87 including--
attached plats, sheets 1-5 of 5 with site map and sheets 2, 4 and 5 dated rec. 7/15/87
and sheet 3 dated 8/10/87.
This permit, issued on ?VV4 , 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 subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Fxcavation
(1) In order to protect juvenile shrimp and fin fish populations, no excavation
or filling will be permitted between the dates of April 1 and September
30 of any year without the prior approval of the N. C. Division of Coastal
Management.
(2) The diked, excavated material retention area will be constructed a sufficient
distance from the mean high water (MHW) elevation and any vegetated wetlands
to eliminate the possibility of dike erosion into or upon any marsh or surroun-
ding waters.
(3) 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.
(4) The terminal end of the pipeline from the dredge into the diked retention
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 maybe.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31, 1991 -
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
pv?,K ?f
David W. Owens, Directs i
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Basin Street Associates
ADDITIONAL CONDITIONS
Permit #8-88
Page 2
area will be positioned at or greater than 50 feet from any part of the
dike and at a maximum distance from spillways to prevent dike erosion and
to allow adequate settlement of suspended solids.
(5) 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.
(6) 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 resultant unnecessary siltation.
(7) Vegetated wetlands will not be excavated or filled.
(8) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
NOTE: An Erosion and Sedimentation control plan will be required for this project.
This plan must be filed at least thirty (30) days prior to beginning
any land disturbing activity. Submit this plan to the Dept. of Natural
Resources and Community Development, Land Quality Section, 7225 Wrightsville
Avenue, Wilmington, NC 28403.
Bulkheading
(9) The bulkhead will be positioned at or landward of the mean high water (MHW)
elevation contour. To prevent an unintentional violation of this authorization,
representatives of the N. C. Division of Coastal Management and the Corps
of Engineers will be available to stake the alignment prior to construction.
(10) All backfill materials will be obtained from an upland source and confined
landward of the permitted bulkhead.
Construction of Docks and Piers
(11) In keeping with Coastal Resources Commission Rule NCAC 7H.0208(b)(c)(iii)
the docks and piers proposed for this project must not exceed 1/3 the width
of the Carolina Beach Yacht Basin. For the new structures south of the
man-made basin, the maximum length is approximately 133' as measured from
the edge of a marsh or the mean high water line, whichever gives the permittee
the greater latitude. For the docks and piers north of the man-made basin,
the maximum length is approximately 166'.
(12) The authorized structure and associated activity will not cause an unacceptable
interference with navigation.
(13) This permit does not authorize interference with any existing or proposed
Federal project.

1y
Basin Street Associates
Permit #8-88
Page 3
ADDITIONAL CONDITIONS
Marina Operation
(14) Prior to the occupancy of any new slips, the marina will install and main-
tai n,__ for the life-of the -- project,_ a mari ne._._ pump-out facility to service - -- r
boats with holding tanks.
(15) The marina will post and enforce a no sewage discharge policy.
(16) Living aboard vessels is not authorized at the marina.
(17) All floating structures, other than boats, used for habitation or commerce
(as defined in 15 NCAC 7M.0602) shall be in conformance with local regulations
for onshore sewage treatment.
DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
December 18, 1987
M E M O R A N D U M
TO: John Parker
FROM: Bill Mil
SUBJECT: Application for CAMA Permit
Basin Street Associates
New Hanover County
The Subject application has been reviewed for water
quality impacts and the following comments are offered:
a. The proposed project does require Water Quality
Certification, but does meet the requirements for
General Certification No. 1272 for bulkhead
construction.
b. It is recommended that the following be required
by conditions in the CAMA permit to minimize the
probability of sewage discharges:
1. That a locked-head policy be established and
enforced for the life of the marina.
2. That no live-aboards or transient dockage be
allowed.
3. That a permanent sewage pumpout facility be
installed and maintained.
4. That signs be prominently displayed on the
docks advising boat operators of the
prohibition against discharging any sewage
and of the location of the sewage pumpout
facility.
BM/dkb
cc: Preston Howard
r -
? ? _ oM1
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
DATE: December 16, 1987
TO: Bill Mills
Operations
FROM: David H. 0
Wilmington
THROUGH: A. Preston
Wilmington
Branch
:)tton
Regi Off ice
Howard, Jr.
Regional Office
REC IVC.
Y.
DEC
1 8" 1887
WAFER jU:a .
OPERATIf? ??.J, 1 E it
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
Basin Street Associates
New Hanover County
The applicant proposes to renovate an existing marina site.
This project includes bulkheading approximately 670 feet of
shoreline, with wet slips for 130 boats and dry stack facilities
for 376 boats. The marina configuration is open to the adjacent
waters therefore there should not be a problem with the flushing
characteristics. The project is located on SB waters closed to
shellfishing.
The project has been reviewed to determine impact on water
quality. The following comments are offered:
1. The project will require a 401 water quality certification,
and should meet the requirement for a general 401 for
bulkhead construction.
2. The numerical standards for water quality can be expected to
be violated unless the following conditions are incorporated
into the CAMA permit:
a. That a locked head policy be established and strictly
enforced.
b. That there be no live-aboards or transient dockage.
C. That a permanent pump-out facility be installed and
operational prior to marina use, and that the pump-out
facility be maintained throughout the life of the
marina.
d. That signs be posed on each dock prohibiting the
overboard discharge of sewage and informing the marina
users of the pump-out facilities and its operation.
• V '.
Page Two
Bill Mills
December 16, 1987
3. Provided the CAMA Permit is issued prior to January 1, 1988,
the project will not be required to have a stormwater
management plan.
This office has no objections to the project provided the above
conditions are adhered to.
DHC:kc
cc: DCM - Bob Stroud
CF, WiRO
OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name Basin Street Associates (George W. Nadeau, President)
2. Location of project site West side of Carolina Beach Yacht Basin at site of
Snow's Cut Marina - Photo 17-215 Grids R-S; 10-12
3: Investigation type: Dredge & Fill yes CAMA yes
4. Investigative procedure: (A) Dates of site visit 7/23/87 8/21/87
(B) Was applicant present no no
5. Processing procedure: Application received cc 8-10-87 Office WiRO
6. Site description: (A) Local Land Use Plan Carolina Beach
Land Classification from LUP Developed
Development constraints identified in LUP none for
projects of this nature
(B) AEC(s) involved:
(C) Water dependent:
(D) Intended use:
Ocean Hazard
Coastal Wetlands x
Estuarine Waters x
Estuarine Shoreline
Public Trust Waters
Other
v
Yes No Other
Public Private
Both
Commercial X
(E) Type of waste water treatment: Existing Unknown
Planned To be connected to Carolina Beach municipal system
(F) Type of structures: Existing Commercial buildings, rocks:failing bulkhead
Planned Surfaced parking lot - additional rocks, dry stack storage -
clubhouse
(G) Estimated annual rate of erosion N/A Source ---
7. Habitat description:
(A) Vegetated wetlands :
N/A
AREA
Dredged Filled Other
(B) Non-vegetated wetlands :
Open water (basin)
Open water (docks)
(C) Other:
High ground
(D) Total Area Disturbed :
Appx. 33,990 sf
Appx 33,990 sf
Ap px. 82,950 sf
(2.0 acres)
App x 259 , 200 sf
(6.0 acres)
Ap px 267 , 495 sf
(8.0 acres)
8. Project Summary The applicants propose to renovate a dilapidated existing
marina and develop a modern marina complex.
Basin Street Associates
Page 2
9. PROJECT DESCRIPTION
The project is located on the west side of the yacht basin at Carolina Beach.
There is an existing fish house and pier at the southern end of the project.
In the middle of the project shoreline there is a man-made basin. Just north
of the basin there are several buildings including an old motel and a metal
repair shop. There is also a pier associated with the shop. North of these
buildings there is an undeveloped tract of land on which various marine related
debris is scattered. There are several wrecks (boats) strung along the
shoreline on this north section. Shoals have developed on the landward side of
these structures which have created a very irregular shoreline. There is a
failing bulkhead which begins in front of the motel/shop area and runs
southward around the man-made basin the the southwest corner of the basin. At
this point there is no shoreline protection and some erosion has occurred. At
the southeast corner of the basin there is a border of mixed marsh. On the
most waterward side Spartina alterniflora (smooth cordgrass) forms a band
approximately 50' wide at the point. This band extends down the shoreline
approximately 200' tapering down to 0' wide. Landward of the species there is
_ a 20.'--30' strip of.mixed high.marsh_which includes Borrichia_(sea ox-eye);
Limonium spp• (sea lavender); Iva spp.; Suaeda spp.; Juncus romerianus (black
needlerush) and Spartina patens. The dimensions of the existing basin are
.approximately 160' x 200'. Depths vary from +1' to -4' mean low water (mlw).
South of marsh there is a bulkhead in front of the existing fish house. The
waters in this area were classified as SB as of July 1, 1987 and are a
secondary nursery area. The widths of the yacht basin in this area range from
approximately 400' south of the man-made basin to approximately 500' north of
the basin.
The applicants propose to construct a multipurpose building to replace the
motel/shop, to construct new docks, to construct dry storage buildings and to
create a parking area for cars. They also propose to dredge the existing basin
and to build a bulkhead. The basin will be maintained to a width of 165' x a
length of 206' and to a depth of -6'mlw. Approximately 6,000 cubic yards of
material will be removed and Will be placed on the adjacent high ground. It
will subsequently be used to place behind the proposed bulkhead. The bulkhead
will be approximately 670' in length. It will be designed at or above the mean
high water (mhw) contour and the final alignment will be established by DCM and
Corps personnel. It will also be landward of all marsh south of the basin.
The two existing buildings now used as a fish house will be converted to a
marina sales office and a miscellaneous use building. Four dry stack storage
buildings will be built landward of these two buildings. They will range in
length from approximately 205' to 270' and will be 25' wide. A total of 376
boats will be stored in them. The two existing fixed piers/docks will be
renovated and parallel docking will be provided. Four additional floating
docks are proposed. These lengths of these units are designed based on the
Carolina Beach pier head line. This line crosses the property on a slant based
on the two existing piers. The docks will be interconnected on either side of
the basin by means of a fixed pier/dock. A total of approximately 130 slips
will be provided varying in length from approximately 30' to 501.
Basin Street Associates
Page 3
The motel/shop will be removed. In their place a 2-story club, lounge,
administration building will be constructed. This structure is the same
approximate square foot foot print as the 2 units it replaces.
Parking will be provided for approximately 209 vehicle. Opaque fences will be
provided along several property lines. A 10' public buffer zone for public use
on the north side.
Two common and drainage holding areas will be provided at either side of the
basin. The one at the north is approximately 240' x 45'. The one to the south
is approximately 160' x 20'. These areas will be landscaped.
A fork lift station will be installed at the southwest corner of the proposed
basin to launch boats from the dry stack storage sheds.
10. ANTICIPATED IMPACTS
This project was designed to meet stormwater requirements prior to the 7/1/87
change. The holding areas on the north exceed 70% pervious coverage. On the
south the holding area and the setback of the storage sheds exceed the 70%
pervious requirement. The proposed docks even though designed based on the
pier head line exceed one-third the distance of the yacht basin. In order to
comply those on the south of the basin should not exceed approximately 133' and
to the north of the basin should not exceed approximately 166'. Also the dock
identified as floating dock "C" was designed without considering the marsh
located at the point. Several slips must be deleted at this point.
Submitted by: C. Robert Stroud, Jr. Date: September 2, 1987 Office: WiRO
APPI-ICAT ION
FOR
PERMIT TO EXCAVATE AND/OR FILL
WATER QUALITY CERTIFICATION
F
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT-._,..-_,,,.
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113.229, 143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
I. Applicant Information
A. Name
W I LF090
Last First Middle
B. Address p? sw 1213
Street, P. O. Box or Route
W1LMINGT0t4I, N. C. 2$405 3-I r- 9
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County-"V4 1AANNEIZ
B. 1. City, town, community or landmark __ CAEOUNA 6F,ACA
_ 2- Is proposed work within city limits? Yes__V No - - - -
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
_CAAMIAEL F90M 5KOWs COT To MUNICIPAL. MA1zIM A
111. Description of Project
A. 1. Maintenance of existing project 2. New work &1"1110NAL DOCKS 0 NGW SULIN;ADS , WD04
B. Purpose of excavation or fill 0" STOQACF, F1 LtA -# GeAo IxG
1. Access channel length width depth
2. Boat basin Iength*76G?'I width IGSt' depth G P9FT 9ROW M L.W.
3. Fill area ?t +?G A?¢wNG 1ewg#t dap.Ni 5-al F ATTACH IF O TLiNS
4. Other length width depth
C. I. Bulkhead length C'10± Average distance waterward of MHW (shoreline) LIME TO $E LET 8`I C A.M.A.
2. Type of bulkhead construction (material) IM A-171:0 WOOD of, 4 IAft%7CGO CoN,-109Y"-
D. Excavated material (total for project)
1. Cubic yards 6-000t Cy. '40 S .
2. Type of material
E. Fill material to be placed below MHW (see also VI. A)R?
1. Cubic yards 1401.1E 2. Type of material "?+a vvt , ?o??
IV. Land Type, Disposal Area, and Construction Equipment:

[INP(; i.4'-
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes
}(Jd
B. Does the disposal area include any marshland, swamps or other wetland? Yes No r
C. Disposal Area
1. Location T7 Fll.t_ IN PAVI:114C AREAS I SSIAGUSH P!9CI5L*ION &ASINS
2. Do you claim title to disposal area? *4 FS
D. Fill material source if fill is to be trucked in
L. How will excavated material be entrapped and erosion controlled? _ AS PFf25e'R1$>r0 8p??Vt. ANO
C,, A^ A CJPCV L AT1 ON S
f . I ype of equipment to be used
G. Will marshland be crossed in transporting equipment to project site? If yes, explain -ti10
V. Intended Use of Project Area (Describe)
A. 1. Private
2. CommercialfPA0M-n0H OP nILAP?DATT_0 EX\STINC MAVNA INTO A MODERN NC P)JA
3• 11NCL%) DINC I)EA S-MIZACG goA-r F/?GL t"11 FS tit D
4. Other__ PAQY- IAC Art f) OFPICarS
B. 1. Lot size(s)_ SGd ALCI.1a WATbR i QFPTH OF L07 UA'21W F90M 1 Ge Tb 3(.0'
2. Elevation of lot(s) above mean high water_ TAeFF To -Ttn1I1,1f: FT«-7 A goy 1= SFA Lyyr-c
3. Soil type and texture 1GUI;ZGR SANG AN D SAN D SQolt. 'FRoM 9Rry1005 09-F06WC
4. Type of building facilities or structures _I?XISTINC MAt21 PA _101= <,T+2VCT V ¢F S (,q')
5. Sewage disposal and/or waste water treatment A. Existing
Planned
B. Describe TO W CON11FC71:1% -rO C6000NA eXACIN S-fSz1=M
6. 'Land Classification' (circle one EVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERV THER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes_2!?_No
2. Typeofdischarge!5i QM WA-Tr,?- RAC-FADING CAPAQ-14 or- P1:RCo[ATION' S`ISTT_AA
3. Location of discharge S%1? OQ.AtklACS Pc/s14 ATAC1}z:O
VII. Present rate of shoreline erosion (if known): "d -
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: t y N K-N o W N
IX. Length of time required to complete project: __ Z1iQFrr `IFAfLS
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under pi ` W licant
claims title to the affected property. OR if applicant is not claiming to be the owner o?!..1
T? proRerty„
then forward a copy of the deed or other instrument under which the owner claims title plus 'aRfften
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8%: X 11" white paper (see instructioW-601'6..Cl tl dv`
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Lo N 1,11'1: ZV R;ZXQS t -112 ST. 30- 59 FIA s-r21` ?T ' cn.2oC_ t N/a gE,4,c I-A , n$C Z2
/CMGs , SA_ SIN R•Afl - c_AVC4_I to a-Pala Nom, -Z84za
?., /v. ,t;, K CAIN ?? Shy 24? 5T. 13012 PN ST c,,:,'eou t4A s&oai ' N C Z 8428
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE
,?? 7
?j ATTAc4/,Ar_mT 5 TO A U APPlkant's Signature ptiz, 6,/ SIN St ,AaIKX-.
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PROPOSED
MARINA & RELATED FACILITIES
- BASIN STREET ASSOCIATION
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J?PAUL- FOSTER:1t1CP___.-
COASTAL PLANNING
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OFFICE OF COASTAL NIANAGEMENI
WILMINGTON REGIONAL OFFICE

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IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 284021890
October 7, 1987
SUBJECT: File No. SAWC087-N-065-0470
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
'r C
,n. / B s
OCT 1,3
3 x,987
Wq i; 1
0Pef?Ar/o /VS 'q gCTIp,,
h rN
Dear Mr. Parker:
Reference the application.of Basin Street Associates,
represented by Mr. George W. Nadeau, for a Department of the Army
permit to maintain a basin, construct docks and construct and
backfill bulkheads on Carolina Beach Yacht Basin to expand marina
facilities, Carolina Beach, New Hanover 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. The bulkhead will be positioned at or landward of the mean
high water (MHW) elevation contour. 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.
b. All backfill materials will be obtained from an upland
source and confined landward of the permitted bulkhead.
c. In order to protect juvenile shrimp and fin fish
populations, no excavation or filling will be permitted between
the dates of April 1 and September 30 of any year without the
prior approval of the North Carolina Division of Coastal
Management.
-2-

I
d. The diked, excavated material retention area will be
constructed a sufficient distance from the mean high water (MHW)
elevation and any vegetated wetlands to eliminate the possibility
of dike erosion in to or upon any marsh or surrounding waters.
e. 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.
f. 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 at a maximum distance from spillways
to prevent dike erosion and to allow adequate settlement of
suspended solids.
g. 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.
h. 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
resultant unnecessary siltation.
i. Vegetated wetlands will not be excavated or filled.
j. Excavation will not exceed 6 feet below the elevation of
mean low water (MLW).
k. The authorized structure and associated activity will not
cause an unacceptable interference with navigation.
1. This permit does not authorize interference with any
existing or proposed Federal project.
Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
-3-

Copies Furnished:
Mr. William Mills
Water Quality Section
Division of Environmental
Management
/North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Beverly Etheridge, Chief
Wetlands Section
Region IV
Marine and Estuarine Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
RECEIVED
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
- July 22, 1987
IN REPLY REFER TO
Regulatory Branch
SUBJECT: File No. SAWC087-N-065-0470
Basin Street Associates
c/o Mr. George W. Nadeau
Post Office Box 1213
Wilmington, North Carolina 28405
Gentlemen:
J U L 2 7 1987
WATER QUALITY SECTION
OPERATIONS BRANCH
On February 6, 1986, we renewed general permit No. SAWC080-N-
000-0291 (enclosed), which provides Federal authorization for
construction activities that receive authorization from the State
of North Carolina.
A review of your application received July 16, 1987, for a
Department of the Army permit to maintain a basin, construct docks
and construct and backfill bulkheads on Carolina Beach Yacht
Basin to expand marina facilities, north of Carolina Beach, New
Hanover County, North Carolina, indicates it to be a candidate for
Federal authorization under this general permit. Accordingly, the
administrative processing of your application will be accomplished
by the North Carolina Division of Coastal Management. Comments
from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit
process for any reason, you will be written and informed of its
further management. If there are no unresolved differences of
State-Federal positions or policy, the final action taken on your
application by the State will result in your receiving written
notice from us that your application has been successfully
processed under our general permit. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and
Harbor Act and Section 404 of the Clean Water Act, has been
assigned No. SAWC087-N-065-0470 and will be coordinated by
Mr. Hugh Heine. He is available to address questions or comments
you may have at telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure

-2-

Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Wilmington, North Carolina 28403
Mr. Paul Foster
126 Beach Road South
Figure Eight Island
Wilmington, North Carolina 28405
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Ms. Beverly Etheridge, Chief
Wetlands Section
Marine and Estuarine Branch
Region IV
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
IN REPLY REFER TO July 22, 1987
Regulatory Branch
SUBJECT: File No. SAWC087-N-065-0470
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:
RECEIVED
J 8L 24 1987
WATER QUALITY SECTIOr,
OPERATIONS eRA14et,
Enclosed is the application of Basin Street Associates for a
Department of the Army permit and a State Water Quality
Certification to maintain a basin, construct piers and construct
and backfill bulkheads on Carolina Beach Yacht Basin to expand
marina facilities, Carolina Beach, New Hanover 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 authorization of the proposed activity
pursuant to Section 404 of the Clean Water Act, and we have
determined that a water quality certification may be 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, 60 days
after receipt of a request for certification is considered a
reasonable time for State action. Therefore, if your office has
not acted on the request by September 23, 1987, the District
Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Hugh Heine,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. C. Robert Stroud
Wilmington Regional Office
North Carolina Division of
Coastal Management
7225 Wrightsville Avenue
Wilmington, North Carolina 28403
PAUL FOSTER, A.I.C.P.
CONSULTANT IN URBAN & REGIONAL PLANNING c` =*
! AD
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Pe,T,*c'C- CUr?tvA4T M LA , CAMA R-M VTO bnlV?7- cO Lnp?F•C .

126 BEACH ROAD SOUTH • FIGURE EIGHT ISLAND WILMINGTON, N.C. 28405
TELEPHONE [phone]
APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina De "
( f e r?r
GS 146.12 of nj,
) Department of Natural Resources and Community Development Corp;s rps of Eli in rs; 4V4FIng?ti'L1lsirict
(GS 113-229,143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329) }
F !
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blar> , e 8T
8T
1. Applicant Information Q
A. Name_ &<,W SWEET ASSCOATFS NADEAV , GF096'9 WILFC90
Last First Middle .. ..:_....r;?
B. Address - PC. gOrC 1213
Street, P. O. Box or Route
VQ1LMIh1C-jT0t4, N. C. ZS4o5 35-3-1229
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County REVD 14ANNEQ
B. 1. City, town, community or landmark-_ -ACOUNA SSACW
2. Is proposed work within city limits? Yes ? No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
WONNFC. F90M Sr1oW5 GIJT To MUNICIPAL MAfZIMA
III. Description of Project
A. 1. Maintenance of existing project ?41s 2. New work 1021110IS4 . DOCKS NGUV $UlVIWAUS , D=Di:1N
B. Purpose of excavation or fill } DR`[ SZof-AGE, Flu.. WO G I`AD IsG
1. Access channel length width depth
2. Boat basin length_TOGV width IG5±' depth a FFtT gF[aW AA -(-.W .
3. Fill area'STOAACC- 4 A^¢wH4 dap4h _SFF A71TACHV ID fps
4. Other length width depth
C. I. Bulkhead length _G 7c } Average distance waterward of MHW (shoreline)1.INF TO $Z C11 $-( G.,AI.A.A.
2. Type of bulkhead construction (material) "iL'GWr- o woop t7r. 12FINFbRCEo C'=NCq Tr-
D. Excavated material (total for project)
1. Cubic yards GOOOt Cu. 10 S12.
E. Fill material to be placed below MHW (see also VI
1. Cubic yards 14 0 9 F 2.
Type of material _ SAnI O
. A)
Type of material
IV. Land Type, Disposal Area, and Construction Equipment: /
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No V
B. Does the disposal area include any marshland, swamps or other wetland? Yes No ?
C. Disposal Area
1. Location TO 21W IN 989%:114G AREAS A 'ESTAGUSH Pt;QCOLATtOM &!NSINS
2. Do you claim title to disposal area? .4 FS
D. Fill material source if till is to be trucked in
E. How will excavated material be entrapped and erosion controlled? _ AS PEkSC 1tE0 $'/ D;M. ANO
CAA.A A CIT:60 LA-T1 ON S
1 . I ype of equipment to be used
G. Will marshland be crossed in transporting equipment to project site? If yes, explain -trio
V. Intended Use of Project Area (Describe)
A. 1. Private
2. Commercial VERO M-n OH OF DILAPtDATl~D GMI TINC MA4aN IJJ?D A M09T-P-N MAPNA
3, Hilai _ 1NCL% DING DEA S-109-ACC 2PAT FACILM FS N A
4. Other- P/?Q? 1NG l?.tJ OrICFS
B. 1. Lot size(s)-- 9G0' /al-094 WATT; q s OFP?K OF L07 UAQIW r-f-OM l $br TO 36-0,
2. Elevation of lot(s) above mean high water 'TAeVE: TID 'rwlrLVl FT-T:T A$OV'G S19A LVlf:L
3. Soil type and texture- Y-K G % 5"0 AND 5A N D S Qolt- I=PaM P(Z:r-V I M 1P9-FDG IA%4
4. Type of building facilities or structures 1± XISTI/.?G MAD 1. A -NVr- ST4?-vCT V QE S lq?
5. Sewage disposal and/or wastewater treatment A. Existing Planned L1111
B. Describe TO SS C0HJi4' G'Tlyd -TO CA90UNA SIACId S-fST M
6. 'Land Classification' (circle one EVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERV THER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes No
1. Will any runoff or discharge enter adjacent waters as-a result of project activity or planned use of the
area following project completion? Yes X No
2. Type of discharge '5109M WATtsR. t? XCM VAC CA PAC-11'q Or- P=p_C.dLA,TI 0?4 S-wT'l-M
3. Location of discharge SEE CAIMA G.F PL^04 AMA -VC:0
VII. Present rate of shoreline erosion (if known): _- "A .
Vlll. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: _ _t1 N 1GM0 W it
IX. Length of time required to complete project:-_"1 MEE `lFAQS
X. In addidon to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8%: X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S.,113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
LoRtJ1'F ZoRiZ1S5 1112 ST. 30.;s PA ST21 ;T } C^yZOt_lNA S7qAcI A ? T 4z
W ?AM9S &5,s) 14 R4Afl cAVot-trtA Lb1`,4G4 . Nom, 284-r-6
C/ J AD 7 ? 2C?D S7. ?o?PN -s7r C,-N " u Nn, L??GII N ? 2 84Z?
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants-should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE Lwe 9 d 7
5 ?T? 1 ?M?NT S TO A V v Applkant's Signature PTR, 6?AS11. + SZ -46-50r.
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