19960567 Ver 1_COMPLETE FILE_19960626

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality

Ja mes B. Hunt, Jr., Gave mar
Jonath an B. /-b wes, Secreta ry
A. Preston /-bward, Jr., P.E., Director

AVA

DEHNR

August 27, 1996
New Hanover County
DWQ Project # 9f:IJS67
COE# 199603725

APPRO V AL of 401 Water Quality Certification and ADDITIONAL CONDITIONS

Mr. Charles lbacker
21212 Sen1ac Lane
Davidson, NC 28036

Dear Mr. lbacker:

You have our approval to dredge and fill 3.2 acres of waters for the purpose of renovation of an existing
commercial marina at Oak Winds Marina, as you described in your application dated 24 June 1996. Mter
reviewing your application. we have decided that this fill is covered by General Water Quality Certification
Number 3025.
1bis approval is only valid for the purpose and design that you described in your application eltcept as
modified below. If you change your project. you must notify us and you may be required to send us a new
application. For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below. Issuance of this certification is dependent on the N.C. Division of
Marine Fisheries issuing a temporary shellfish closure around the discharge. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Bolt 27447, Raleigh, N.C. 27611-7447. 1bis certification and its conditions
are final and binding unless you ask for a hearing.
1bis letter completes the review of the Division of Water Quality under Section 401 of the Qean Water
Act If you have any questions, please telephone John Dorney at 919-733-1786.

Attachment

cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM

96OS67.ltr

Division of Water Quality . Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer. 50% recycled/10% post consumer paper

... To: John Dorney
Environmental Sciences Branch

DIVISION OF WATER QUALITY
CAMAMAJO.R..FERMIT APPLICATIONREYlK.W
REGIONAL.OmCKSTAEF...REMRT..ANDRECOMMENDATIONS

REVIEWER: GREGSO~ '
WQ SUPERVISOR: ADKIN~L/'

DATE: August 9,1996

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WETLANIllNEORMA TJON_FOR _CENTRALOFFICE.TRACKING
PERMIT YR: 96 PERMIT NO.: 960567 COUNTY: New Hanover
PROJECT NAME: Charles Thacker
PROJECT TYPE: Dredging PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: June 13, 1996
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA ORW STREAM INDEX #: 18-87-(11.5)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
WL SCORE: N/ A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
~COMMENDATION: ISSUE
v' STORMWATER PLAN REQ'D: 112 (f-IZ-q(p A-ft-
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to renovate an existing commercial marina

WATER QUAUTYCERT.(401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3025 for CAMA projects

SEWAGKillSPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE A V AILABLE AND PERMIT ISSUANCE PROBABLE: N/ A

W.ATER/WETLAND.EILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A

DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? No

~, 960567.aug
Page Two

MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: Yes MARINA SERVICES: Yes
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: Yes
(ATTACH A MARINA USE ATTAINABILITY EV AL.)

RECOMMENDED_CONDITIONS OR..IJERMITRESTRICTION5.:.

The waters of the Oak Winds Marina Basin are closed to the harvesting of shellfish by the
Division of Marine Fisheries. The spoil material generated from the maintenance of the canal will
be pumped hydraulically from these closed waters to an existing diked disposal area across the
AIWW from the project site. Discussions with CAMA and DMF indicate that the waters adjacent
to this disposal area are open to the harvesting of shellfish. The discharge of water from closed
shellfish waters into open shellfish waters would likely result in a violation of water quality
standards for fecal coliform and potentially a closure of the waters to shellfishing. Seven of
fifteen fecal coliform samples collected during the summer of 1988 in the Oak Winds Marina
basin were greater than 14 colonies /100 ml. Conversations with DMF indicate that shellfishing
activity in this area of the AIWW is low and that a temporary closure around the discharge from
the disposal area would not be unfeasible. This would be similar to what was done during the
dredging of the Shinn Point Homeowners Association canal along Masonboro Sound.

Expansion of the existing basin by 4,675 sq. ft. should not drastically alter the flushing
characteristics of this 3.6 acre basin. Statistical analysis of 1988 dissolved oxygen data showed
that the average summer DO in the marina basin to very similar to the ambient average (no
significant difference).

cc: Central Files
Wilmington Regional Office Files
DCM-- Tere Barrett
John Parker

2.

I
LOCATION OF PROJECT SITE: Adjacent to the Oak Winds''-M
between Page's Creek and Howe Creek in New Hanover County at if
Photo Index - 1995: 17K & L ~-;).~ 1989:2U & V J 114 -II
State Plane Coordinates - X: 2368800 Y: 186600

/

J .....

I.

3. INVESTIGATION TYPE: CAMA & D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/9/95; 10/17/95
Was Applicant Present - Yes; Yes

5. PROCESSING PROCEDURE: Application Received - cc: 6/12/96
Office - Wilmington

6. SITE DESCRIPTION:

(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - None
(F) Type of Structures: Existing - 2 residences, Clubhouse, Marina
Planned - Marina Renovation
(G) Estimated Annual Rate of Erosion: N/ A
Source - N/ A

7.

HABITAT DESCRIPTION:

[AREA]
DREDGED FILLED

INCORP

(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other
High Ground 4675 sf . 90,000 sf
Open Water 23,766 sf
Shallow Bottom 137,000 sf 1127 sf

(D) Total Area Disturbed: 256,568 sf (5.9 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: No

8. PROJECT SUl\1MARY: Applicant proposes the renovation of an existing commercial marina,
expanding it slightly with high ground excavation. Maintenance excavation is proposed for the
entire basin.

t.

Charles Thacker
Page 2. ' ,

~CT DESCRIPTION

9.

6/12/96

The project site is an existing commercial marina located in an upland basin between Howe Creek and
Page's Creek in Middle Sound. The street address is 2127 Middle Sound Rd. The property is 4 acres
in size, divided into 3 lots. The applicant owns all three of these lots. The property averages 5' to 22'
in elevation, and is vegetated with typical high ground grasses and shrubs. There is a wetland fringe
around the southern and eastern shorelines, which are unaffected by this proposal. While the Middle
Sound area is largely residential, there are two other commercial marinas operating out of this basin,
and another commercial marina to the north of this site.

The New Hanover County Land Use Plan classifies the area addressed in this proposal as Conservation.
The west side of Middle Sound is not a designated Primary Nursery Area. The waters of Middle Sound
are classified SA-ORW; the use standards for the Middle Sound ORW area allows that "the only type
of new or expanded marinas that will be allowed wip be those marinas located in upland basin areas. "
According to the Division of Shellfish Sanitation, there is a 400' shellfish closure around the Oak Winds
facility, based on a closure for 100 slips, of which there are currently 76.

The proposal is the renovation of the entire marina, including dock replacement, bulkhead construction,
the addition of 1 slip, and maintenance excavation of the basin. For ease of evaluation, the applicant
has divided the project area into 4 sections - A,B,C,D.

Section A - Existing

There is no bulkhead existing currently in Section A. There are 6 fixed fmger docks - 2' x 30' @3,
5' x 20', 2' x 8' @2 - delineating 10 slips. At the most waterward point, these structures extend
approximately 52' from the mean high water line. There is a 5' x 160' fixed dock parallel to the
shoreline from which these fmgers extend. There is a roof presently covering the docks in Section A.

Section A - Proposed

The applicant wishes to stabilize the shoreline with a bulkhead located approximately 6' to 8' from the
mean high water line. This alignment connects to the wingwall of the bulkhead in section B. This is
to be a timber wall, 161' in length. Sand will be brought in from a high ground source to ftll behind
the wall. The shore parallel dock will be replaced with another fixed structure, 5' x 148'. There are
to be 5 floating fmger docks @ 30' x 6' to delineate 10 slips. These tenninate at approximately -3' to __
4' mean low water, approximately 43' from the bulkhead and 52' from the current mean high water
line. The western dock is approximately 12' from the adjacent riparian conidor, and a waiver is on
ftle for encroachment into the 15' required setback. The water body is approximately 112' across at
this point. No roof is proposed.

Section B - Existing

There is a bulkhead existing across Section B. Again, there is a shore parallel fixed dock, 5' x 215'
from which the finger docks project. There are 6 fingers - 12' x '3', 17' x 3', 40' x 3' @2, 43' x 3'
@2 - delineating 13 slips. At the most waterward point, these docks extend 43' into the body of water.
The docks in Section B are presently covered.

'.r

Charles Thacker
Page 3

Section B - Proposed

The 215' x 5' shore parallel fixed dock is to be replaced. The 6 fmger docks will be replaced with
floating docks - 5' x 40' @4, 5' x 43' @2. There will be no resultant increase in the number of slips.
At the most waterward point, these docks will extend 43' into the body of water. Soundings indicate
approximately -5.5' mean low water at the terminus of the docks. The body of water is approximately
112' to 160' across at this point. There is no roof proposed.

Section C - Existing

The existing bulkhead extends approximately 50' into the body of water with a 5' wide fixed dock
around the perimeter. This area is used for parking. There is one floating dock allowing for the
mooring of two vessels, and one space for alongside docking. The dock extends approximately 73'
from a bulkhead line extrapolated from both sides of this extended parking area. This area is presently
approximately +5' mean low water.

Section C - Proposed

The applicant proposes to excavate this high ground parking area, approximately 85' x 55', and stabilize
it with a bulkhead. The proposed finished soundings are to be -8' mean low water. The proposed
bulkhead is a timber wall, 100' in length. The dredging is to be accomplished by dragline to high
ground, . and transported by truck to a disposal area on Kerr Avenue. A letter is on fIle giving
authorization for use of this area. The project should generate approximately 2251 cubic yards of
material.

There is a shore parallel dock proposed to replace the one to be removed, 8' x 100'. From this extends
3 floating docks, each 40' x 6', with 6 associated mooring pilings to delineate 4 slips. These structures
extend approximately 67' from the new bulkhead line. The body of water is approximately 155' across
at this site. No roof is proposed.

Section D is to remain untouched.

This marina is an older facility, and as such does not have a pump-out station associated with it. The
basin is poorly designed, and allows very little flushing. The basin was originally excavated from
property owned by the fonner owner. As such, the bottom area is owned by the new owner. The
property line extends across the basin onto high ground, and consequently, no other property owner can
construct piers from the north side. The previous owner sold two tracts with marinas in this same basin
to other individuals who have continued to operate the commercial facilities. A vessel must pass
through the Oak Winds marina to access either of the other marinas.

Maintenance Excavation

The applicant proposes to do maintenance excavation on the entire basin. This would be an access
channel of 650' x 100', and a basin area of 900' x 80'. The basin currently shows approximately -3.5'
mean low water, and the access channel -5' mean low water. The proposal is to excavate this area
hydraulically to a fmished depth of -8' mean low water. The soundings in this maintained connection
to the AlWW are presently -8 to -9' mean low water. Approximately 16,555 cubic yards of material

,.

Charles Thacker
Page 4

will be removed for this portion of the project, disrupting a previously dredged bottom area of 137,000
square feet.

A spoil island at A1WW channel marker 122 has been selected for spoil placement. A 300' x 300' area
has been dedicated for this project. This area should accommodate approximately 20,000 cubic yards
of dry material. There is an existing dike wall on this island, with approximately 6' of the wall
extending above grade inside the dike. There will be a stilling basin and effluent pipe installed for this
use. Pennission is on ftle from the Corps of Engineers for use of this island.

10. ANTICIPATED IMPACTS

The project as proposed will incorporate approximately 23,766 square feet of open water within an
artificially created upland basin. While some of the existing finger docks within the current system are
shorter and narrower than the proposed docks, the area incorporated by the docks and associated
mooring piles is approximately 24,342 square feet, or 576 square feet more than that proposed. The
renovated facility may allow for more comfortable dockage of larger vessels because of the larger
docks, and consequently may encourage use by larger vessels. This facility is closed to shellfishing for
24 slips more than presently exist, and the proposal should not increase that closure area.

The docks as proposed will exceed 1/3 of the distance across the created body of water, but to the same
or less distance than do the existing docks. The water depths in this basin are maintained deep enough
to allow for use by large boats. This, in addition to the lengths of the docks, presents a difficult
navigation situation.

The project will require the disturbance of 4675 square feet of high ground, removing approximately
2251 cubic yards of material to create open water area. The maintenance excavation will require the
disturbance of approximately 137,000 square feet of previously disturbed bottom area, removing
approximately 16,555 cubic yards of material from the system. Finished water depths will approximate
the adjoining depths. Spoil placement will cause to be filled approximately 90,000 square feet of high
ground within existing dike walls. Turbidity increases should be anticipated during excavation.

Construction of the bulkhead will require the filling of approximately 1127 square feet of shallow
bottom area.

There will be an increase of 1 slip at the marina. The finished facility design should improve water
quality by removing a rather substantial roofing system over the water. Presently unstabilized shoreline
areas will be stabilized.

Submitted by: T. Barrett

Date: 6/12/96

Office: Wilmington

.I

~hn'-Rt_rLtY

MEMORANDUM

6/17/95

TO: REVIEW AGENCIES
FROM: T. BARRETT ~
RE: STATE APPLICATION FOR CHARLES THACKER
CCns-hL mona:~
The aerial photoglaph numbers were inadvertantly left off of the
field report. The 1989 photo is 174-11; The 1995 photo is 22-259.
The photo grids were stated. Sorry for the inconvenience.

Form DCM-MP-l

APPLICA TIONIE:~:::JD)

(To be completed by all applicants)

DIVISION OF
COASTAL MANAGEMENT

1. APPLICANT

b. City} town, community or Ilmdmark
WI fY\1"i;~ D(r(jEtV

c. Street address or secondary road number
_ dld..? !Y1 J()ouf ){)t)W{J (2orat)

a. Landowner:

Name C fJ ~ (/..Lt.S 1T.] ;:;GlC.~ fl..
.. Address t~ J ~ J:;" S!-:JJ J.,q(., L A ~F;.
City ()AlhIJS,yrJ State ^/. C.
Zip 2&D3'- Day Phone 10'1- BIJ..? sid..
Fax ;01./- 81:J..-9J, 'It,

d. Is proposed work within city Ibits or planning\
jurisdiction? Yes J No(COVNPl/

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) /J!l(;J)6t!'{J 1-11611 6/l..ov~{j
13r:rS',.) ltrJ1'fI-,tfYI--ro A$.W.tJ.

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

b. Authorized Agent:
Name Ed f~/N,v (Prf)tl,qll./J)'r;)

,

Address fD1JUX868

City !J)/M G tIJ3 Vll.LE.1J l:'flZt) State N L.

Zip 28YBD

Day Phone CJIO' 256.J3D61

b. Is the proposed activity maintenance of an existing
project, new work, or both? 110m

Fax 1/6~()51:.'3u6J-

c. Will the project be for public, private or commercial
use? ('OM(Y\EftCJ4/ )n-AIl.,/N'A

c. Project name (if any) vA;: tJ/rJ9.J M41LIJrr

d.

NOTE: Permit wiU be issued in name oflandowner(s), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County /VElJ 11 A NbJE;YL

Revised 03/95

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract 1 A c. /2.t5J
1:1t I'td 1/ /, () 0 RGLC
b. Size of individuallot(s) {1!..4-e'} {] . 1/ g~? /Uti]
{/liYi'j C /. f.d AUJ!1
c. Approximate elevation of tr)lct above MHW or
NWL ~ A/II'/iJ ~ -r s. -tD -+-.J.J I

d. Soil type(s) ans! texture(s) of tract
<; I'fIJOj I ~ L t:tj

e. Vegetation on/tract.{~ ~~. N~~IVI
() l::M!fwn Dv\ /

f. Man-made features now on tract ~b DlJ>/!-NIt'l'-J)
CL"'6 MOIJ~ .

g. What is the CAMA Land Use Plan land
classification of the site? (Consub the local land use pion.)

~ Conservation _ Transitional
_ Developed _ Community
Rural _ Other

h. How is the tract zoned by local government?
f2 .:J.b rP12C1 A-L VI~E

1.

Is the propoself project consistent with the applicable
zoning? -L- Yes _ No
(Attach zoning compliance certifictJle, if applicable)

j.

Has a professional archaeological assjsment been
done for the tract? _ Yes No
If yes, by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or ttigible property?
_Yes -LNo

I. Are there wetlands ,the site? .l.- Yes No
00astal (marsh) Other
If yes, has a delineation been conducted? Hi)
(Attach documenlalion, if availablel
S PPlfd,fUI ~1~Il.Sft oVTjIOC CkW,{I..It. ,AtL~.

Revised 03/95

TQ) lE CO rni rrWJE IlJ

~ MAR 2 0 1996 W
D 'b .. DIVISION OF
m. escn e eXlst~~ w~~tMAM~M~fies.
.r~-pf)l. JyS'(l:.'1JS.

~

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
)lI fLFM-~ 12.IIrJ(J ff'

o. Describe existing drinking water supply source.
tJ)ELL

s. ADDITIONAL INFORMATION

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

· A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. 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, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources C{lmmission 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 an
adequate number of 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

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

C flrnf) (Jell-Tn,l' #- /6. -1Lf ;;1-11:13 9/3/fJ( Signature

CfrMlJ (J);-nr,.,r' Tt-/L/dJ"O iOta::!) /6/l1i1r{Ctll/2twl) lAndolmt!r
C~(.J !.:"(k'"'rtl,rio., fi~~l!'!J 9//BI1~
· A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

Form DCM-MP-l

site. Include highway or secondary road (SR)
numbers, landmarks, and the like.

· A Stormwater Certification, if one is necessary.

· A signed AEC hazard notice for projects in
oceanfront and inlet areas.

· A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

Revised 03/95

1& m: (8 m; li\,{~ lDJ

MAR 2 0 1996
DIVISION OF
COA~IALMANA~tMtNI
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i'l the permit.

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.

I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal '
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.

This is the / day of /h/l1U.tI ,191&.
Print Name Ed ft.

Please indicate attachments pertaining to your proposed
project. ..

_ DCM MP-2
_ DCM MP-3
_ DCM MP-4
_ DCM MP-5
_ DCM MP-6

Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development

NOTE: Please sign and date each attachment in the
space provided at the bottom of each fonn.

Form DCM-MP-2

EXCAVATION
AND FILL

(Except bridges and culverts)

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

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

Length Width

Average
Existing
Depth

Fl.oal
Project
Depth

Access
channel
(MLW) or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other
(Excluding
shoreline
stabilization)

Revio;ed 03/95

...

(dlt 1Jlk'~11f.11YJ /tV J€6/0N A
ffi) rn: CC ill: n W'JE 1)1
00 MAR 2 0 1996 JW
DIVISION OF
OO.^.~T.^.b. ~A.~JJACli!rAl!!rJT

1. EXCAVATION

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

b. Type of material to be excavated

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

d. Highground excavation in cubic yards

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area

b. Dimensions of disposal area

c. I;>o you claim title to disposal area?
_Yes _No
If no, attach a letter granting permission from the
owner.

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

Form DCM-MP-Z

(2)
f. Does the disposal include any area in the lOJr~ ((\I W,
_ Yes _ No 1&;11 ,,(n~ IIW]]13 rpose of fill

MAR 2~. 1~ih material be placed in coastal
3. SHORELINE STABILIZATION DIVISION d1marsh), SAYs or other wetlands?
':Q.^..T^.L MAN~G~"JYes No
If yes,
(1) Dimensions of till area

If yes,
(1) Amount of material to be placed
water
Dimensions of till area

in the

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

wetlands

a. Type ~shoreline stabilization
.. Bulkhead Riprap

b. .. Length /(,11 "ill /lE1lIflIrJ

(2) Purpose of till

c. Avert!; distance waterward of MHW or NWL

5. GENERAL

d. Maximum distance waterward of MHW or NWL
B'

a. How will excavated or fill material, be kept on site
and erosion controlled? ~/l /'IIA1l:"VUA-1 IV.,I bit
pltttJ-ro r3Erl'IVO ,..,eJ 13~LWl7:iJ1'O

e. Shoreline erosion during preceding 12 months
1"6 'I
(Sourc~ of infonnation)
f. Type of bulkhead or riprap material1 /l.8m...~ i:b~

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? /.
"IvmA#D~

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap -
(2) Bulkhead backfill -

h. Type of fill material

)'~-O

c. Will wetlands be cr:Jssed in transnbrting equipment
to project site? _ Yes L No
If yes, explain steps that will be taken to lessen
environmental impacts.

i. Source of fill material ~/ff'-) )DIJI-lE
./

a. Will fill material be brought to site?
Yes _ No

op-tW)UJ m/M.-J~K

~-;:~
Signature
I inkYL /99b
Date

4. OTHER FILL ACTMTIES
(Excluding Shoreline Stabilization) N III

Rnised 03/95

Form DCM-MP-4

STRUCTURES

(Construction within ;PUblic Trust Areas)

StC1'ID~ J)

..,- --

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

a. ..Dock(s) ap'd/or Pier(s)
(1) ..:L... Commercial _Community __ Private
(2) Number tJ N~
(3) Length /'-18 I
(4) Width ,')~
(5) Finger Piers -L Yes
(i) Number S t:lbl4"(HJIr
(ii) Length Jo~
(iii) Width ~ ~
(6) Platform(s) _ Yes
(i) Number
(ii) Length
(iii) Width .
(7) Number of slips proposed /g. /XCYIJfJNfr
(8) Proximity of structure to adjacent riparian
property lines /iZ' 'J zf..rt\ ~
(9) Width of water body _ _. 112' ~1~ L
(to) Water depth at waterward end of pier at
MLW or NWL j, ('':'10'

No

No

b. Boathouse (including covered lifts)
(1) Commercial
(2) Length
(3) Width

Private

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Revi~ed 03/95

~JE: CC JE: lIWm: ill)

~ MAR 2 0 1996
DIVISION OF
COASTAL MANAGEMENT

e. Mooring buoys
(1) _ Commercial_Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)

(4) Width of water body
(5) Distance' buoy(s) to be placed beyond
shoreline

f.

Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width

g. Other (Give complete description)

OI1K tJ/rl(J.,{ m-f1'11-If..J'I!

;,~(~:r

Slgnat
!MflUH jt~1l
Date

Form DCM-MP-4

STRUCTURES

jtC}JbN 13

DNL'1 Tb 'llLPLf}(r! '=.-Y)s-rl ~ b
fri€O h ",l,lilt f)l~lLf fA} I TH fJD.;r~/V6.
I ./ . I
Doc.k.S /AJJ1"J.l1(J /.::.-YJ(j )flIb fliPs S tVlf.)~

)L'-ID1-{1.) '-l3J 1-0".5 GiiJJlf1~~ ~V

e. Mooring buoys
(1) _ Commercial_Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)

(Construction within .Public Trust Areas)

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

a. Dock(s) ~,k/or Pier(s)
(1) :JZ'Commercial....-Community _ Private
(2) Number () Nt::
(3) Length .;) IS"' .
(4) Width S" /
(5) Finger Piers --L Yes _ No
(i) Number {, Q.~
(ii) Length /:1' -fu '-/0' to"-/J"( ;',: f1'I~'J '1 f.
(iii) Width ;Z 'ft,:J/, tf)IO~'YI~S''Z .__
(6) Platform(s) _ Yes / No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed /1' !JScpjIS/J"'~
(8) Proximity of structure to a 'acent riparian
property lines +1 D D ' (tlJ!? 21 ft, /"I''Jt, oJ . i
(9) Width of water body _ -'- n~ J 12 /i7 ,1,6
(10) Water depth at waterward end of pier at G~'H
MLW or NWL J. r l+tJ '-//0' 11- r

(4) Width of water body
(5) Distance' buoy(s) to be placed beyond
shoreline

Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial_Community _ Private
(2) Number
(3) Length
(4) Width

g. Other (Give complete description)

b. Boathouse (including covered lifts)
(1) Commercial
(2) Length
(3) Width

Private

OP/{ JJ1fJoJ YH l't-j>t(J

~~7~::)

Signal
/m,ttU';/9U
Date

~lE (fJ IE II'W1E~ I(f
MA y 1 0 7996 Jl!)
DIVISION OF
COASTAL MANAGEMENT

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Revi~ed 03/95

Form DCM-MP-4

STRUCTURES

(Construction within Public Trust Areas)

S!:(1/o~ C
,

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

a. .Dock(s) apd/or Pier(s)
.. (1) L Commercial_Community _ Private
(2) Number Q N€.
(3) Length LDa I
(4) Width B I I
(5) Finger Piers ./ Yes _ No
(i) Number "? ?t6.".r(/VI I-..
(ii) Length '10 '
(iii) Width ~ '
(6) Platform(s) _ Yes No
(i) Number
(ii) Length
(iii) Width ')
(7) Number of slips proposed 'I ( 31::'Y15(/-N6;
(8) Proximity of structure to adjacent riparian
property lines + ? s 6' _'_
(9) Width of water bod)' _ _...; _ . _ ~.. _
(10) Water depth at waterward end of pIe'
MLW or NWL -8'

TO) lE CC m: IIWlE ill)

~ MAR 2 0 1996
DIVISION OF
COASTAL MANAGEMENT

,e. Mooring buoys
(1) _ Commercial_Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)

(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline

f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width

g. Other (Give complete description)

~ I)~:::' /~bl /tf'fbn HJi.rl&/kJj/"'~ l::'YLfrvfrfJ~
. ({~ b
/ I'D

b. Boathouse (including covered lifts)
(1) Commercial
(2) Length
(3) Width

Private

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Re\'i~ed 03/95

OffK.tJI'ItIJJ /hh1</ttA

~Jcant or Project Name

~T (Ih~ar)
Signat
I MfM.Oi 199i
Date

MARINA ~<D~I1"!~~
DEVELOPMEN~ j\l~,~:',~;~ ~~~\

0\\1\5 ~p..,G~
COp..,S\ p..,\.. N\f1.

g. Typical boat length I d. ) -b 6 6/
~6 J
h. Maximum boat length [-71

Form DCM-MP-6

(Required ror the mooring or more than 10 vessels)

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

1. MARINA CHARACTERISTICS

a, Ch,nelOW the type of marioa proposed.
. Co ercial _ Public _ Residential

b. Will th marina be open to the general public?
Yes No

c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
ND

d. Check all of the types of services to be provided.
~ Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
Dockage ("wet slips") only
Number of slips L.j .J
Dry stora~e,
Number of boats ,3
Boat ramp(s)
Other (describe)

e, ChefelOW the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)

f.

Revised 03/95

i. Are any floating ~ctures planned? '1n6
If so, describe f// IfY1, ~ PrY] 6i...,;(l.,,/ 'l>6;tS

2. MARINA OPERATIONS

a. Check each of the following sanitary' facilities that
Willi hf%luded in the proposed project,
Office toilets
Toil~ for patrons .
Number c;.. J)
locatiOn (.1 D :5 I1CL..~110 t)rmlc If)' f1Yk="/),
V Showers
Boat holding tank pumpout
Type and location

b. Describe treatment type and disposal location for all
sanitary was~wat~r.
Jt:p 17C 2JJJvk

c. Describe the disposal of soliq >>'~~ 1!sh offal and
trash disposal. cc:;rnrnt ttC/1rJ 'J fVNJtf 1Jjc.'/G YJf

d. How will overboard discharge of sewa.ge !rom boa~
be controlled? NO OVL~8(),4p<D IJIJ C;.IfdL6Lt.
rr )/ () ill J::O

e. Give the location and num~r of "No Sew~e
Discharge" signs proposed. dJ {)Y)t.f m L/fftJ,J

2)1/0 uP In /}fLJllff

Form DCM-MP-6

f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.

g. Where will residue from vessel maintenance be
disposed of? / n Corn rYll:.~J A-/ () 1.5".ot,S' hi
pJctGi1p ,

h. Give the number of channel markers and "No
Wake" signs proposed. NO N&

i. Give the location of fuel-handling facilities, and
describe the safety measures.J>lanned to protect area
water quality. NO )..JJ:f.

j. Describe design measures that promote boat basin
flushing or circulatio and that reduce water quality
impacts. () E ftSJ,J e. fn~6

k. What will be the marina policy on overnight and
live-board dockage? f1 / J 0 W l$D

I. Is the proposed marina l~ ed near any shellfish
leases? Yes No
If yes, give the name and address of the leaseholder.

m. If this project is an expansion of an existing marina,
what types of services are currently provided?

n. How many slips are now available? Y5

Revised 03/95

o. Is the marina proposed within a pr~/t or
secondary nursery area? _ Yes No

p, Is the marina proposed within an ~~pen to
shellfish harvesting? _ Yes No

q. Give the location and nu
Available" signs proposed.

() ~ /1)) fJlJ) f1J In.HY~

1lli lE (0 rn: rrwlEi ill)
MAR 2 0 1996
EXCA V A TIONco~l~'~'~~A~~MENT .
AND FILL (tJ!l. /lItH G~()NO ~x{ /tUft -rJ()~/
jtJVrJ 1J1A1~ih!1to (Jct/JHJ c)

.
Form DCM-MP-2

(Except bridges and culverts)

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

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

Average FloaI
Existing Project
Length Width Depth Depth

Access
channel
(ML W) or (NWL)

Canal

Boat
basin

~S' B~'

+S-'
rn LlJ

- 8'
(nl,,,)

Boat
ramp

Rock
groin

Rock
breakwater

Other

(Excluding
shoreline
stabilization)

Reviwd 03/95

1. EXCAVATION

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

b. Type of material to be excavated Sl#fVDlcLIJ"1~
I I

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic 1etation
(SA Vs) or other wetlands? Yes No

d. Highground excavation in cubic yards .2;J..(D'jllr

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area 2829 N. I~-nlt /PvE
/)IN\I''- 6Trtt ft1 (
I

b. Dimensions of disposal area 2 ~JJ3

c. 1;)0 you claim title ~iSPOSal area?
_ Yes No
If no, attach a letter granting permission from the
owner. 5 t.1E II rmc.tf1..-o

d. Will a disposal /area be available for future
maintenance? ~ Yes _ No
If yes, where? 1H16Je:

Form DCM-l\1P-2

e. Does the disposal area include any ITW~tJ~~ ~'
(marsh), SA Vs o\ither wetlands? 0 ~ (La 1E rrW1E ) Amount of material to be placed in the
_ Yes No . water
) Dimensions of fill area
f. Does the disposal in~de any area in the wat~R 2 0 1996
_ Yes .--JL.. No 0 I V I S ION 0 F (3) Purpose of fill
COASTAL MANAGEMENT

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

3. SHORELINE STABILIZATION

a. Type J shoreline stabilization
.. 7 Bulkhead Riprap
I
b. Length /0 ()

(2) Purpose of fill

c. A verage distance waterward of MHW or NWL
o

5. GENERAL

d. Maximum distance waterward of MHW or NWL
()

e. Shoreline erosion during preceding 12 months
Lcf4ItA-~; 1}ffl,d~6M 0(,0 (fHlllItlEAn
(Soura of infonnation)

a. How will excavated or fill material be kept on site
and erosion controlled? l,,:,y{,q-.;fl'i1::.IJ ""ro/Jl::.~/~'
W,ll Sf! LoiItJc:"1),rot') -fl"hG!Lt:'b 1l> /Nl..{rn1J
OIf'ltJ.fA-L JlflE.
hi I tJlI/1J1E Ptlfteo 1JIZ,hwY) N6MJ 13 vutHtikP

f. T~e of bulkhead or riprap material l' /l.c'"'fT'1L.ro
fL/'r\ ~L:-rz.

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge )?..r:.
1J!:JhtlltJ~

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap -
(2) Bulkhead backfill

h. Type of fill material )ft,vO

!

c. Will wetlands be crjssed in tr:lnr~orting e~iPment
to project site? _ Yes L No !
If yes, explain steps that will be taken to lessen
environmental impacts.

i. Source of fill material ~/flvv) )OIl(1.<"~
/'

(Excluding Shoreline Stabilization)

N/f1

6frK. f)) NU
~Ucant or Project Name ~
c;.J ~(hl:RJ'-
Slgnat
/ ill /llt. /196
Date

4. OTHER FILL ACTMTIES

a. Will fill material be brought to site?
Yes No

Re..-ised 03/95

EXCAVATION
AND FILL JjImcoill:rrwmill)

JAN 02 1996

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

Form DCM-MP-2

(Except bridges and culverts)

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

Average
Existing
Length Width Depth

Fmal
Project
Depth

Access
channel
(ML W) or (NWL)

650 · 100!. ' 5 ·

81

Canal

Boat
basin

31.
2

81-5'

80'

Boat
ramp

Rock
groin

Rock
breakwater

Other

(Excluding
shoreline
stabilization)

Revised 03/95

OAK WINDS MARINA

MAINl'ENANCE DREDGING

1. EXCAVATION

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

b. Type of material to be excavated Sand & mud

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

d. Highground excavation in cubic yards None

2. DISPOSAL OF EXCA V A TED
MATERIAL

LC.W. dis1;X)sal
the LC.W. from

a. Location of disposal area
area N.E. & across
site.
b. Dimensions of disposal area
1 Mile

App snn'-

c. 1;)0 you claim title to disposal area?
Yes ---X- No
If no, attach a letter granting permission from th~
owner.

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

e. .00. Ib, disposal area ~Jude- aay I~ rrw~
(marsh), SA Vs ()( otber ~ ~ l..v ~ (Amount of material to be placed in the
_ Yes --L- No ",arer

f. Does tho disposal ~nchMle any area in die w~N 02 1996 ~imeosioDl of fill area
Yes -L.. No DIVISION OF ~) Purpose of fill '
COASTAL MANAGEMENT

b. Will fill IUleriIl bot placed in coastal wedaods
(marsh). SA VI or odler wedaDda?
_Vel ~No
If yea,
(1) Dimeasions of flIl ana

Fonn DCM.MP--2

3. SHORELINE STAB" .IZATION

a. Type of shoreline stabilization
X Bulkhead X Riprap

b. LCIlIfh &1t.ere9 on uplancl ~l~t sheet

c. Avtnie d.iswJce waterward of MHW or N\VL

d. Maximum distaDce waterwR of MHW or NWL

e. Shoreline erosion during preceding 12 rnontb.i

~ ofin/~)

f. Type of bulkhead or riprap nw<<iaI

I. Amowu of fill in cubi, yards ro be p~ below
water level
(1) IUprap
(2) Bulkhead backfill

h. Type of fiU malerw

i. Source of fill macerial

4. OTHER FILL ACTMTIES
(Exduc1in3 SboreIiae SlabiJiDdea)

.. Will fall material be broupt to site?
_Yes ~No

Rma cum

(2) Purpose of fiU

5. GENERAL

L How will e:Jtcavated Ot fill material be kept 00 site
IUd erosionc;onttolied? "''yi.-:.t'il~ ciiko:><;.

b. What type of construction equipment will be used
(for example, dracline. backhoe, or hydraulic
dredae)1
FtyPra~ 1 i c dmdge

c. WiJI wecJ.aods be Cf.js.sed in uansporting equipment
to project site? -2- Ye& _ No
If yes, ~plaio Itep$ Ih.lf will he ta1.en to lessen
aaviro~ Unpacts. p i ~Il~ 1100 'I\) be
fln:\tAi -in on hi9h water.

OAK WINOS MARINA

~- ~-'
I' d" .J:l.~ L.-A',
IL-I"'L- ( 11~
n. (

TOT~l P.il3

2-

C.IUJ r<u~ E.. q. (;,1.1 kAal ""t'~~"e.t
!2.':21 ~ S~"1L.~ L~t<&~
.DaU'b~ ~ ~O~

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c..h Ihnl C L "'" ~H~ R t.. b ~ ~h' . ')..1) ,2D" c...o. v Q '" I
l

f. '"Ii;.
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,; J
_I,

lD)lE CD lE IIWlE ill)
~~ JAN 02 1996
\-"
~~~ DIVISIUN OF
r'~ v-C'OASTAL MANAGEMENT

l'

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--.0
MAR 2 0 1996 \~
DIVISION OF ~
COASTAL MANAGEMENT

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890

REPLY TO
ATTENTION OF

July 8, 1996

Regulatory Branch

Action ID No. 199603725

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Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687

Dear Mr. Dorney:

Enclosed is the application of Charles Thacker for Department of the
Army authorization and a State Water Quality Certification to renovate and
expand an existing commercial marina, involving maintenance dredging of
approximately 137,000 square feet and filling of 1,127 square feet of shallow
water bottom for the construction and reconfiguration of bulkheads and piers,
off of Middle Sound, at 2127 Middle Sound Loop Road, in Ogden, 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 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.

According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by September 6, 1996, the District Engineer will deem that
waiver has occurred.

Questions or comments may be addressed to the undersigned at telephone
[phone].

Sincerely,

J~~;:ve

1J' Project Manager
Wilmington Regulatory Field Office

Enclosure

Copy 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

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