19960689 Ver 1_COMPLETE FILE_19960729

. .
. ,
: . :- I...
Division of Environmental Martagement
Water Quality Section
Environmental Sciences Branch

... It. ~
.~ ,. ."
September 4, 1996

MEMORANDUM

To:

John Parker; Division of Coastal Management

John R. DO~

CAMA Permit AJ~ation
Water Quality Comments
Park Soon Moon
Carteret County

From:

Subject:

The attached memo from Mr. Jim Gregson of our Wilmington Regional Office dated
26 August 1996 refers to several design modification and proposed permit conditions. We
believe that with these conditions the CAMA permit will protect water quality.

Please call me at 733-1786 if you have any questions.

cc: Wilmington DWQ Regional Office
Central Files

....

To: John Dorney
Environmental Sciences Branch

DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPI.ICATION RRVIEW
RRGIONAI. OFFICR STAFF RRPORT AND RRCOMMRNDATIONS

REVIEVVER:GREGSON~' _
ACTING WQ SUPERVISOR: BUSHARIYr r~
DATE: August 26,1996

WRTI,AND INFORMATION FOR CRNTRAI, OFFICR TRACKING
PERMIT YR: 96 PERMIT NO.:960689 COUNTY: Carteret
PROJECT NAME: Park Moon Soon (Coastal U.S.A. Fish Company)
PROJECT TYPE: Aquaculture PERMIT TYPE: CAMA
COE #: NI A DOT#: NI A
RCD FROM CDA: DCM DATE FROM CDA: July 23, 1996
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030410
*STREAM OR ADJACENT WATER BODY: Cedar Island Bay
CLASS: SA NSW ORW STREAM INDEX #: 27-149-4
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: NI A WL ACR EST: NI A
WL SCORE: NI A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicants are proposing to construct 12 holding ponds for live flounder.
Flounder will be held for up to several months until they can be sold to overseas markets. Water will be
pumped continuously into these ponds from Cedar Island Bay or from two wells. The facility will discharge
432,000 gpd continuously from October through December and 64,800 gpd continuously from January through
September. The facility will discharge into a canal which is tributary to the Cedar Island Harbor of Refuge.

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WATRR QlJAUTV CRRT. (401)
CERT. REQ'D: No
IF YES, TYPE:

SRW AGR DISPOSAL
TYPE OF DISPOSAL PROPOSED: Existing septic tank.
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A

WATRRIWRTI.AND FIJ.I,
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A

960689.Aug
Page Two

RRCOMMENDRD CONDITIONS OR PRRMIT RRSTRICTIONS:

The Wilmington Office received a fax from Mr. Moon S. Park containing "review modifications" added
to the CAMA application as well as a response to DMF concerns over the project. Modifications to the
application include: 1) The relocation of the water intake into Cedar Island Bay. 2) The proposal to use a
.125" screen/filter on the intake to reduce larval fish entrainment. 3) A change in the flounder food source
from croaker, spot and killifish to only killifish. 4) Discharge lines were changed from aluminized steel pipe
to corrugated black-poly pipe. 5) The discharge rate was changed from 150 gpm continuous flow from
October through December to 300 gpm.

It is my understanding that the project is located within a Capacity Use Area. It is suggested that the
applicant contact Mat Wilson with the Division of Water Resources concerning the requirements for obtaining
a Capacity Use Permit.

As a condition in the CAMA Permit, it is recommended that, upon operation of the facility, the applicants
monitor the effluent from the facility monthly for the following parameters: BODS, total and suspended
residue, NH3, TKN, N02 and N03. Results of the monitoring data should be submitted to DWQ for review.
At the end of 12 months of monitoring a decision should be made, based on the sample data, whether
monitoring should be continued or suspended.

cc: Central Files
Wilmington Regional Office Files
DCM--Charles Jones
John Parker

t ,

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

9 6 06 8 9
(1 6 c', b ,) ~.:\
v u _.~

1.

APPLICANT'S NAME: Park Moon Soon (Coastal U.S.A. Fish Company)

LOCATldN OF PROJECT SITE: adjacent to NC Hwy 12 and Cedar Island Bay, just south of the
Cedar I~nd Harbor of Refuge, in the community of Cedar Island, Carteret County
Photo Index - 1989: 57-671(1,18) 1984: 204--3(J,13)
State Plane Coordinates - X: 00000001 Y: 00000001

2.

3.

INVESTIGATION TYPE: CAMA/D&F

4.

INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7-3--96
Was Applicant Present -- Yes

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, fi ., -.- -...;..-...-- ' """l
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: \ I JU\Z 9 \996
lot
i

5.

PROCESSING PROCEDURE: Application Received - 7-8-96
Office - Morehead City

6.

SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret
Land Classification From LUP - Rural
(B) AEC(s) Involved: PTA,EW,CW,ES
(C) Water Dependent: Yes/No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic Tank
Planned -
Existing - House, docks, deteriorated bulkhead
Planned - Intake and discharge pipes, fences, etc.
(G) Estimated Annual Rate of Erosion: slight
Source - Personal Observation

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:..-~_. ,. _._: " . ''':'7.-'';'-:&o'_..lI
.- ,-1: ',I "", _'I'
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(F)

Type of Structures:

7.

HABITAT DESCRIPTION:

[AREA]
FILLED

OTHER

DREDGED

(A) Vegetated Wetlands :l: 12 ft.2
Juncus romerianus
(B) Non-Vegetated Wetlands :l: 30 ft. 2 :l: 60 ft.2
Bank area below the MHW line
(C) Other :l: 36,250 ft. 2
High ground

(D) Total Area Disturbed: :l: 36,250 ft.2
(E) Primary Nursery Area: Yes
(F) Water Classification: SA/SA ORW

Open: No

8. PROJECT SUMMARY: The applicant proposes to construct 12 holding ponds for the temporary
storage of live flounders. The facility will have an intake and discharge pipe which within an
existing canal off the Cedar Island Harbor of Refuge.

. ,

FIELD INVESTIGATION REPORT:
Park Moon Soon (Coastal U.S.A. Fish Company
PAGE #2

9. NARRATIVE DESCRIPTION: The project site is located within a :I: 30 acre tract
of land located off NC Hwy 12 and adjacent to Cedar Island Bay and the Cedar Island
Harbor of Refuge, in the community of Cedar Island, Carteret County. Many years
ago, a previous landowner excavated three canals into the property with the resultant
spoil being used to raise the elevation of the adjacent property. A wooden framed two-
story residence is located on the property and a deteriorated bulkhead and offshore
breakwater exists along the shoreline area. A active clam lease is also located offshore
of the property. In 1981, a CAMA permit was issued to the previous landowner which
authorized the construction of a condominium and marina project to be know as
Mariners Village but this development never was undertaken. Over the years the canal
systems have developed into an informal docking area for some of the local
commercial fishermen. Typical size of the work boats which use the area are in the
18' to 23' class. The waters of Cedar Island Bay and the adjacent canal and Harbor
have been designed by the NC Division of Marine Fisheries as Primary Nursery Areas.
The canal and Harbor are classified as SA waters while Cedar Island Bay is classified
as an Outstanding Resource Water. The waters of the Harbor and canal systems are
closed to the harvesting of shellfish.

The applicant is leasing a 5 acre parcel of this property which is located directly
adjacent to Cedar Island Bay and a finger canal. The shoreline of the canal can be
characterized as having a :I: 3 to 4' high vertical bank with a 0 to 10' border of
primarily juncus romerianus growing waterward of the bank. Scattered amounts of
spartina patens, myrica cerifera and cedar exist along a :I: 5' to 10' fringe area along
the bank with the remaining high ground property consisting of centipede and various
grasses and "prickly pears". The shoreline along Cedar Island Bay is a sandy beach
area vegetated with spartina patens.

The applicant's proposal is to construct 12 upland ponds for the purpose of holding live
flounders for the overseas market. Flounders would be graded on size and separated to
different ponds. Four of the ponds will be 60' in diameter and eight ponds will be 30'.
The ponds will be 3' deep with a mounded berm around each pond. The total
disturbed areas for the pond and berm and fill areas has been estimated to be :I: 290'
long x 125' wide area. All ponds will be lined with a plastic liner. The food source
for the contained flounders would include small live finfish such as croakers, spots and
killifish. Water for the pond operation is to be supplied by a 3' diameter aluminized
steel pipe which will be placed in the existing canal and within a :I: 7' wide x 26' long
x 9' deep trench. Discharge water from the pond will be placed in a 12" aluminized
steel pipe and placed back into the canal. The applicant has indicated that the
pumping and discharge demands for the pond system will be :I: 150 gallons per minute
(gpm). Riprap material will be used to stabilize the excavation cuts for the intake and
discharge line cuts. In order to provide a suitable unloading platform for the
flounders being brought to the facility by boat, the replacement and enlargement of an
existing pier is proposed. Presently this pier is :l: 31' long x 5' wide and is proposed

to be enlarged to a width of 11'. The applicant has provided a detailed description of
the project including construction techniques, volume of ponds and spoil, timing, etc.
and this should be consulted for a more detailed description of the project.

10. ANTICIPATED IMPACTS: The project as proposed will result in the land
disturbance of :t: 36,250 ft.2 of high ground property with the majority of the material
generated from the pond excavation being used to create berms or dikes around the
facility. The applicant has proposed a silt fence around the perimeter of the fill area in
an attempt to contain the fill and this could provide some short term stability. There
will be some limited excavation below the mean high water line in conjunction with the
intake pipe and it is expected that :t: 30 ft.2 of shallow water bottom area and :t: 12
ft. 2 of juncus romerianus would be impacted. It is estimated that :t: 10 yds. 3 of sandy
silt material would be excavated and placed on adjacent high ground. The stabilization
of the bank areas which are cut for the installation of the intake and discharge lines
will cause :t: 60 ft.2 of shallow water bottom area being filled with :t: 5 yds.3 of riprap
material. This facility will discharge :t: 216,000 gallons a day of water into the
existing canal. The water should be relatively the same salinity of the receiving
waters. There will, however, be a concentration of fish excrements from the flounders
and from the live bait fish used as a food source for the flounders. Those impacts will
need to be considered in the review of this project.

*** The applicant has expressed his willingness to discuss this project in detail with any
interested party. You should contact him directly at his Wilmington address and phone
number.

PREPARED BY: Charles Jones
DATE: July 10, 1996

Form DCM-MP-l

9 6068 9

APPLICATION

(To be completed by all applicants)

1. APPLICANT

a. Landowner:

Name 5 \I e. n

Lo..cka,.

Address

P.o. Box SD I

City Ce.<1o.r Is Io.nd

State

NC

Zip 285" z.o

Day Phone ("1'1) zz.5- Cf'Z.71

Fax

b. Authorized Agent:
Name --.fo.(" ~ moo 1"\ SGOY'\

Address 2.1 2.. N. C hQ.nnd Ho..v~1'\ Dc.

City LJ.. ll'V\ir\~ + 0 h

State ~

Zip Z~LiO q

Day Phone ('tIC) 7CJ't - S,ql.j

Fax (qlO) 7'Jt:} -5194

c. Project name (if any) C 0,,"5 tG\. \ u. S . A.
F,:~h Gompo..ny

NOTE: Permit wiU be isslUd in name oflaNk1wner(s}, and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County

~~,~C=J v"'\,-'" ','" - ~ l
,~, ,1 r:... , ~ .

C"d~r~~~;~ 'U' Q ~ '''':;~~Iu'~
I iI j ~, - ~. ~ '-' u
LlLn:5\5L..:.JU 'U" .

-""'.-.....a.."..",..."... '.-.e~:

Revised 03/95

b. City, town, community or landmark
, Ce cl 0..(" 1 ~ IA.V\ cl) N c.

c. Street address or secondary road number
IS- 7 hJo..("IYlP r.s V,-/Io..% t" L Don e..
(tJDo'hr..fron+ )
d. Is proposed work within city limits or planning
jurisdiction? Yes"""" No

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) C.~do..r Is In.n.! Ed)'

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Eyc..t.'"o..-t;"~ I?. :$"10..11 he.~: ~ pencb .(- ~re~
us:..., 1'ke. ~:J1 ~(" 't"he. Ic.'o'y. BU.rY'1 p"pe
I""""':"'j ft'~M '1"- 3," cli"i"\dc:r. 1>~"...J;nc,
0.. ~' len~ ~("~- e.)C,is+:~ f'i~r. -

b. Is the proposed activity maintenance of an existing
project, new work, or both? bo t'h

c. Will the project be for public, private or commercial
use? C.oyY\Mer~().\

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Tile pends ..J(J~ \c:l bf! 1u.~A
1'e hol.L ""lou'ndcr o..\;"e, for o,,~rSeAS
M""(" \t.e..+.!: . {.)o..tu- Wo VI. \..\ b to f' v.~ (I do ""'.\.
c.i...c......\o:\u "'1..t'IH"~ ....~~ f'tmcLs ~ di.5.~~.1.
J:/~H"'.....l.... ',1....... \! hL '3"o.cl~ ".... ~..z.c:.
< <<.rOo.('o..~ 9A -h.. J.; "-fu e.,,-t pe"'~!. . c.,... ~ t.. u. t;o,
(,oJ()....\~ ~-+Q,\ \ "f"h(. ",,~e.' ll~ 0.... t;.ro",t ~d l~L'
.f~r exc._,,~=lr'\~ I bOo.c \::. M'-. ~"(" t-(,C1-nt.hif'\~)
Mlld.4.r wo.. t. ~"4. p;pe. pl,,~I..~t"\j.

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

e..)((:....\lD.;- ~, ~ \\ : .- !-1, tMtD ~...
a. Size of entire tract /c:."s,.,l :.:;- ...c:.t"e3
rorl\/ __ 30 N:.f"'\!!..S

b. Size of individual'lot(s) S 0....' r~l1'!J .J.lJ~~~d)

c. Approximate elevation of tract above MHW or
NWL 5" +-r

d. Soil type(s) and texture(s) of tract
.50..1'\4

e. Vegetation on tract
tr..~<. J c...o..c:..+...s

b~~es. 51"\0..\\ c.e.\...r
.

f. Man-made features now on tract olA b,,- \\:. - heod.
db~k )

g. What is the CAMA Land Use Plan land
classification of the site? (Consull tM /octd land use pima.)

.. _ Conservation
.~ Developed
, -L Rural .

_ Transjtional
_ CommunitY
. Other -

h. How is the tract zoned by local government?

i.

Is the-proposeg,project consistent with the applicable
zoning? ~ Yes _ No
(Attach lonin, compliance certificale. ifappliaJble)

j.

I. Are there wetlands on the site? Yes No
Coastal (inarsh) ~ Other - .
If yes, has a delineation been 'conducted?
()Ittach doClUJlerlltJlion. if available) .

ft__..!__..I ^"tl^,

m. Describe existing wastewater treatment facilities.
No",e..

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and reliidential discharges.) lA^d.oI."e..JbPe.d.
(7.~ S",rr" III.Ma..A. by wo.,h!.r 6'" 3 :.; d.f" ~ .
f'rD~s~: c.irc:.~\""+l!.l ~o!-e..r d.isc:..\o,,~t~lPd.
b"",~ il'\to ":" b....y.

o. Describe existing drinking water supply source.

tJ 0 ne..

5. 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 ~trument 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 w~ment 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 8 112" by 11" whit,e. paper. (Refer to
Coastal Resources C(lmmissidn Rule 7] .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

Form DCM-MP-l

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

Cl A Stormwater Certification, if one is necessary.

· A list of the names and complete addresses or the
adjacent waterrront (riparian) landowners and
signed return receipts as proor that such owners
have received a copy or the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.

Name ...Jd '" f\ (\ Y :s t' 'I ('0 n
Address :? 2.lUI r: l' A nt'" I ~ \ C\nd r-A I
Phone C.e.clo.... rslo..nd. N.c: /q,l])2..2..5-882.'
J

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

No,",e.,

· A check ror $250 made payable to the DePartment of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

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

II A statement or 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

6. CERTIFICA nON 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 I ~~ day of :r..... \ y ,19 9 " .

Print Name h}COI1 See,,", p~r \i:...

Signature /nv-rn 5 . ~
LantUJ'MU!r or AlUJaorized Ag~

Please indicate attachments pertaining to your proposed
project.

./' DCM MP-2 Excavation and Fill Information
....L DCM MP-3 Upland Development
....L DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development

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

:1->..1' ?...,,~ to''''':-, :
n ~J r-j f::' ,
11 tILL .f::.'. .

" :), '

'1\ JUL 0 G ::/>3 ~ill
~'\BL::lDu L:J-J;

_...........~~.. ed"""".t'~~/"toI~~

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
proposed project.

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

Length Width

Avenge
Emdaa
Depth

F1DaI
Project
Depth

Access
channel
(ML W) or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

/
'I

7/

I /

5/

Other (in1h.k
(E 1 d. Li () e
xc u mg
shoreline
stabilization)
D~ ~ c..hC\f3 r:
L,,,e:.

/

z/

/
2

/
:L

Revised 03/95

1. EXCAVATION

a. Amount of material to be excavated from bel~w
MHW or NWL in cubic yards z cr ydL

b. Type of material to be excavated

.t)C\.nd

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

d. Highground excavation in cubic yards 7 3 3yd ~

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area ~A.h.... ~~ f
I$'7 ffla.rinc..r.s V;I\A L.. ~ r IsJI\M,
(~"G ",f(' "S)
J I ,
b. Dimensions of disposal area I z..S X 2'11
7 / x 15' / ) 2 / J( IS-'

c. I!<> you claim title 1.9- disposal area?
_Yes ~No .
If no, attach a letter granting permission from the
owner.

d. Will a disposal area be ayailable for future
maintenance? _ Yes -L No
If yes, where?

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i

, { , . , ", ., I . ,
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f " " li
~~,~..._,. ~!
" ,,' c-:'
....._~ - i - . --
~./ -~ -.::...io.....J .!..J ..,
............. ....
_____ _ ___ _ .q~."f~II"'''''.''''''''''

Form DCM-MP-2

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

f. Does the disposal include any area in the water?
-lL..... Yes _ No

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
Bulkhead ./ Riprap

b. Length

2..6' (rOrl'-()

c. Average distance waterward of MHW or NWL
Z'

d. Maximum distance waterward of MHW or NWL
4'

e. Shoreline erosion during preceding 12 months
S 'h"'b\~ ;...JJ -ve..'j; ra.'t ,'on
(Source of information)

f. Type of bulkhead or riprap material ~
5 It? n e.

g. Amount of fill in cubic yards to be placed below
water level 3
(1) Riprap ,;3 y d
. (2) Bulkhead backfill

h. Type of fill material
('. p ("(\..f' ,

.s o...V'. d. l:
1'""'\"'-(" Is: 0 .---e.

i. Source of fill material bl\ (" ~~:, II o..r tu- {' ;,,~
~C\.s b t'eh I(\'I~J fYlt\.d Sto,1C' 'tr,^cJ..~ in.
,

4. OTHER FILL ACTMTIES
(Excluding Shoreline Stabilization)

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

Revised 03/95

If yes,
(1)

Amount of material to be placed in the
water 2. '(!s 3
(2) Dimensions of fill area
2..S'.Ix l' X 2-D'
(3) Purpose of fill
..s"'-l...e.li"\~ s1<....b~I, ~I"t,on

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

(2) Purpose of fill

S. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? 5.' It ,5 <- r ~~ n
2.' h;rjh . wc...d.!. 5~~l" ("o...lhd. ,...he
wo.-~ SIre"

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
b~k hoe. -f ("0.,+ end. loa d. e('"
J

c. Will wetlands be cnssed in transporting equipment
to project site? _ Y es ~ No
If yes, explain steps that will be taken to lessen
environmental impacts.

AppUcaat or Project Name
m v-tnl S .
Slanature
JU I V ~
Date T

p~
I
/qq6

Form DCM-MP-3

UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)

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.

a. Type and number of buildings, facilities, units or
. '" ,
structures proposed '1- (, XI.- ']( ..J C1::.'\<..rC"te.

(dr.\Jr1 ~ <(,,1 ~,); J - ". it. t.' '" - ~.... ~c. .,...c..tc. d
I <-P"'''''f 5t" ..,.1)

b. Number of lots or parcels one. S ",c.re.
1~4'\."'e.. l)n a... 70 ~c(t' -rr.,c.t

c. Density (give the number of residential units and the
units per acre) o,,~ f're.' clC l~ T, N) he. ....s~
I'itM(' prcpn< e.A

d. Size of area to be graded, filled or disturbed

including roads, ditches, etc. I -z.S" ' x 2.CfI'
7' ,-1' I. .... , "j
)( b , n r,~ ~c::. z. X IS' ~ ,~ Ln c\.r,~
J

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? Yes .../ No
If yes, date submitted .

f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.

N/A
,

g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstand ing Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. < I %

Revised 03/95

h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes " No
If yes, date submitted

i. Describe proposed method of sewage disposal.
None..

j. Have the facilities described in Item i. above
received state or local approval? Ai I A
(Attach appropriaJe dccumnlUUion)

k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Wo..h~r pu..mp~d f,'"C)."-'\ th~ eM''''\ \,LJol.dd
be. c.;rc.u..k.ted. t'-'.-n-'<jh rh~ f,',:'f'C'yA PCI'd..<;
o...'<'Ic\ (h<"<"'''<L('~eA bc-.:.l I (\ to -rl.l'" CAne\.\ _
(.s~ ~,'c1""'(~ q )
l. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
~/A
.

m. Will water be impounded? ~ Yes No
If yes, how many acres? l\ff'r.C,)(;M((~c'iy ~l ",cre

n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? H 1,4

Co~shJ USA F:~h CO'N\po...'f\'j
AppUcant or Project Name

~

Signature
7
Date

~"""""fi-iu"""'''.'''4'~'''.'''''''''I'''''''''''''''''

Form DCM-MP-4

STRUCTURES

(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 Application which relate to
this proposed project.

a. Dock(s) and/or Pier(s)
(1) -L Commercial_Community _ Private
(2) Number ,
(3) Length .". +' t
(4) Width I J ~1".
(5) Finger Piers Yes ---L- No
(i) Number
(ii).. Length
(iii) Width
(6) Platform(s) _ Yes ~ No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed N I A
(8) Proximity of structure to adjacent riparian
property lines ~C.."'b5"S C-o,^....l
(9) Width of water body BO' w~c.~
(10) Water depth at waterward end of pier at
MLW or NWL 5 .(:'"T'.

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) A verage distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

Revised 03/95

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)
_' - [2." a \\A~-tl',.1 ?.~4..5.J:~d 1...1"\.~'~~~J("
.; . ..' r' P;- ..
..i...:- ~"-,I' ~h.-ll:" t"...2l:'\-~ 2\,.~,--J 1''1 r,I.1::6'

p.~ .

C. Oo.~to.. \ \).. SA F,:s h. <:"0 ~Y\ Y
Applicant or Project Name f ~
~~ 5,
Slpature q
7/1/1c"
Date

ijj' f::7 ~I~r'i .
I ~JLLL~~J.t t ..f i. :
I I
Jill ~ '1 ",.'.r" I. I
... U U ......j I],!
.--. "... . . .' ,...J
- '~."" ..-,' I) .~ 'I" ''''::'- ,
\.;;. ,i._",~~ i;..~ t;,...~i '-
........tfl"!lt1J ~ ~ '~tl:;r;,~~I.-~~!~~P'" :fl!'"'~.~
"-_. -.' .

Proposal:

~ --:J ,,..'''', F""l71n rr:1r::'-l
1 ~ \ \ ,- I p.J \ ;.1: \, I ' ~ ~\ ~ \
u ~. __ ,. \ \ I
: I Jill 0 S "'~~j~j

.................~
~

"Holding Facilities For Flounder on Cedar Island"

Prepared by
Park Moon Soon

General:

Overseas markets for flounder have grown in recent years to promote North Carolina
catches. To facilitate this need, fish would be caught using "pound-nets" in surrounding
waters and transported live, by boat, to the proposed containment area. Holding flounder
up to several months would keep fish freshest until the date of sale.

Water would be pumped continuously into the proposed earthened ponds and gravity fed
out.

A total' of four - 60' diameter and eight - 30' diameter ponds are proposed for construction
(see figure 1). Plumbing for both intake and discharge water would be necessary using
PVC and aluminized steel pipe, respectively. Also proposed is enlargement of a
preexisting dock.

Pond excavation would entail the use of a front end loader and professional hired help.
The fill would then be used to construct the pond levys and build up the surrounding
elevation on the leased site (see figure 3). A back-hoe would dig trenches, lay pipe, and
back-fill.

Construction:

Figures 1 & 1 a show a general layout of the proposed site, note the cross hatching. Two
proposed fences would be built of 1 "x8"x6' treated lumber for reasons of security (see
Figure la),

Prior to this proposal a "mapping" of the proposed project was conducted using wood
survey stakes to indicate the coordinates as shown in Figure 2. Note the reference orgin is
taken from the lower left comer of the property.

Next, calculations were done on proposed excavated material (see calculation page), and a
conclusion was made not to submit a "sedimentation and erosion control plan"- less than
one acre ofland disturbed (see figure 3).

Surrounding the edges of the proposed work area would be a silt screen fence 2' high to
prevent erosion.

(h <5 r 7- 2 - Cr& .

~ ~~9r\ ~ ;:In r-:T"'l
It1, ~!! {' i ;, ,.1. ~ "~],!'\
( " r, : '~ f ,'. : '
U',...._' .,...~.. . .
\ , - , J
I JI 1,1
UL G :3 '::~, M;
" ,.., If

~L5U-'L:i .t..:;!.lll

...._..~._~~~"~~--~-~--~
Proposed excavation would begin using professional hired help and a small front-end '
loader to excavate four 1 O'x 1 O'x 4' pits to be used for the mortar construction of the
drainage basin. The steel reinforcement in the concrete floor would be a combination of
3/8" rebar and 1/2" hardware cloth. 3/8" rebar would be used inside the centre block used
for the wall construction

Once the concrete has cured 72 hours, backfill would be placed around the outside of the
drainage structure (see figure 6).

Excavation would then begin on the four 60' diameter proposed ponds (see figure 4) . A
45 degree slope is proposed on the sides for stability of the sand. The fill would be
distributed around each dig to build the levy to an elevation of 3' from the proposed pond
bottom.

The proposed eight - 30' diameter ponds would be constructed similiarly (see figure 5).

Trenches would then be dug for the drainage lines in each pond using a back-hoe (see
figure 7). After the schedule 40 PVC pipe is glued at the joints and fittings, it would be
laid at the bottom of the 11 deep trench and backfilled.

A 4 mil. plastic liner would then be laid over each pond site and covered with 1-3" of sand
using hand shovels. This would prevent loss of water into the pourous sandy bottom.

Lastly, the water intake system would be installed (see figure 8). A back-hoe would be
used to dig a 7' x 26' x 9' deep trench to lay a 3' diameter 16 guage aluminized steel pipe
horizontally. This would couple up to a 6' diameter 9', vertical, 14 guage aluminized steel
pipe or pumping chamber (see figures 8a-b). After the connection the trench would be
backfilled.

Expected water intake and discharge would be the same. The two 6" diameter pumps
proposed are rated at 150 gpm continuous load. The second or auxilliary pump would be
employed if the main pump fails.

All PVC pipe used on the intake system would be schedule 40 grade and laid above
ground for inspection puposes.

The proposed dock in figure 10 would be enlarged to provide a suitable whaJf area for
the unloading offish. New 8" diameter pilings would be put in place using a standard 2" or
3" trash pump. Cross braces would consist of bolted 2"xlO" boards and decked over with
new 2 "x8" planking. All wood propoposed would be pressure treated.

In 5 f 7- 2- - '7 b .

Jul-09-96 09:66A Sterling Aqua-Farms

910 799-2690

Fa. 10;. Mr. Charles Jones (CAMA)
[phone]

Fas. from: Mr. Park Moon Soon
(910) 799~5t94

PrOOOI. flounder feediDl!:

Proposed food fur the contained flounder would include small "live" finfish
such as croakers and spots (3"- Stllength) and killifish (1 tI - 5" leflgtb). This method
of natural feeding insures continuous good water quality because there is no spoilage
of unused food

P.01

Con 0 l - entr'ance to Ce::1,)r' Island
Harbor c: refuge

Co
C
c:S
L)

Proposed dock
to be enlarged

)

~'=~'p=:l'~-)I~~S1"1
U ~~ '. . .-. ~ -:,' '~l
t, ~.- " - " ' I
I , '" ~ ' . ; I
illl'l' ,) ,~.. ;) >d' 1:1:
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, ~;l.:":;' .;.,....-L:~ U I..:::ii:;!,)
..........M~.....~D._e_e~~

ErOSion
Line Cr<lf-J\.!)

n
(1)
Q.
tJ::JO
o ')
'<

lf1
o
::::>
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Figure 1 Proposed work site See bl....eprint copy (Figure 10)
For speciFic loco tion,

~

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\

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I
~

scale 1" = 87'

hJ s P 7-l-C(b .

Fiqur-E'

pr'oposed
Fence 1t2
1:01:01 405'

,\tN\",
I ~
+L{ I
I
f3/ I
~,
:3 I
I +-1./
::E
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+-5
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+(.
d
C pr-oposed
d
U Pence Itl
1:01:01: 832'
+S-'
I
~ H
I
+'--f

+5

+-(,

Je'XIS1:in9
. house

'tS

ff,

bush line
dl1:ch

scale I' = 125'

10 '

Leo sed site showing
NDte..: SpoT e.\e..\Jo-.-\--;PY\,s ;V\

~-'"

-, ',,- .r~\'!,\

" ,

~ E,,-os,on
Line (MH\"i)

I
, " J11: ~~ 0 ,:"..-.t.: ,I i
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I Jc.s ~::;;:r...;:;zU ~J' ~

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tIJO
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the pr-oposed
blv..e. ;1'1 Ie..

fences

(Jl S (J 7-] - f6

....---:-:-'" ,j"':-' -. :~

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The ':~; , _ ' ' '. ~,l,i~me!\t was pr.
Is I~~' - - ' , -. th',. omes \n-
\'" ~ I . . --' . 1 :J\-I m ~
sen'td h . -- 1v6 - _- ";;:~"
Book dS '0' - ::"-- -t,...C)b,,"/?;~9':'~~tC~f2U.
lb\s.JQ.. h:,) ..,1J..oJ "j " , ,:--:1 .
.; _~; Q~ Dee \
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SURVEY FoR
5V EN fR.' K L r...RK ~
AtJD ,WIFE,
JOA~ CAROL LA~K.A
~CEDA.I<. ISLA.~D TWP. I C~RTe:I<.E.T co, I tJ.c..

\

~ ,II _ ...., ,...,,....'

F; J \.\ Ie. lb' B I
v\E:.pr,nt COPt o~ s.te. )OCo.:t,-cn. D,re~t\O'1~
rO(\d In yel/ol-';.

by

)1,1 5" f 7-:2-(11 -

( 15'264-'

115321"

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115',102-'

Or-gin

(0',0' )

C~~" /~
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e
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e

r;:'~ //----~
J (95_118')
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(95',186')
4l-

scale )N = 50'

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~....~.."l>.........L..-^,J~_-iJ ~_'JJ k"'"
~_",:lfj.~I'I"'.":. ...,;.;.;"';.:.~;. ,~.,Io.

:s:
I
:(

Figur"e 2: Reter"ence coor"clino tes stoi-<ed out on Hie pr"opo-::ed
wOr"i-< site

)11 '5 P T- "2-1~

IntoKe
pipe

:3
I
L

Dischor--ge
pipe

~12S'

scole

1" = 50'

\
~

\

291"

Z
I
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'Wllr;:'1I- Jl'j' "\.~ '\( i~~ \'l.l: ~.:\_:, \
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'~~~CIO~~.~

......ft~~_._~."~~~.~

Figur'e 3 : Exco vo tion or'eo inside the ponds, Fill or'eo
outside the ponds (note ho tching),

~1 sf 7-2-9b

Top View

[
T

8' dia PVC
Dr-a,n pipe

\ 15' d;o 9'" "09

~'''' ~

_ 60' OD.-

4 ,""I, plastic
liner-

f't

"

45

_- _- _- ...dr"aiu-p,p.e _- _- _-_

Cr-oss-sectional View

S U\ \ e. '

~ 1(1'

''', ,rr"('~i?:;r(~n
l'.;..~..LJ'~~'\l,..'"'- ;
> ~ "'J ' 'I" ~.
: 'i~ I: ,) ,; (_ '__ '.) ," ! 'j
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JL]:;j(~;. ,:.~. \., .-;}t

I,/a ter- level

"'~~M'I'O:~~f':""""""''''''' ~ ........"..~- ~=:t""r9.~.

Figur-e 4

Cr-oss-section and Top View of' the 60 foot dioMeter- ponds.

hi 5 P 7-l-crh

[
1

6' dio. PVC
Dr-oln pipe

4 Mil, plostic
liner-

ft.

-::lJr-01D pipe

75"

_ 30' DD_

/

Top View

level

Cross-sectional View

scole I' lO'

@nJ'l?mrr'-",
v ' ~ ! . ~
., .~ .

,
JUL 0 ,8;:,o~:~~~ ~;'
I ; ~
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..................--.... ,=.

FlQure 5 Cross-section and Top view of the 30' diaMeter- ponds.

rn 5 f 7- 2 - fb

I~

I r

10,0'
60'
50'

~

1 1

)-6"Xl0" block
filled w/concrete
steel r'einforced

I I I

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-7

6" concrete
steel reinforced

Cr"oss-section of 0. drain baSin

lIS'

r

15'1
r

3.0'

+

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+

15'

~-
~

12" dio.Meter
dro.in pipe.

Top View

sco.le )" = 22'

IS'

1.5'

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ri" ", -..",....J -{"\ V ~- '
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Figur"e 6

Cr"oss-section ond top view of 0. dr'oin basin
Note both top and bottOM are squor"E?,

hi 5 r 7-2-f(

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5 CO l e 1'1 - 401

Figure 7: All pond drQinQge 15 linked to one
Moin outflow pipe,

hi :) r 7' t.. -cr6

.../

2@ 6" diu. PVC pipe

.-
/

(1ft ( ]@ 15' diu. "'.

~~t;j ===========~Q ting .

(' /,/:: ~8" dlo. PVC pipe
II

( .// ::

II /
II /'
II
II
II
II

JL~

12" diu aluMinized
steel pipe

scale

1" = 20'

1'-' I ~
1"' . \J

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~ .":*II.~~.."_~tW~

Figul"e 70

Bl"e0!--<-0Wo.y top view Ot pond dl"o.ino.ge,

!n5f7<2--rb_

W'oter Intake
("e r;guce 80~.......

-'

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Cl.>
C

scale 1" 40'

.

r.u rl.:jfTr\!-':'i':~"'l
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't.-L::iLfUe:;d.~

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Figur-e 8 Top view of' the pr-oposed water- intake systeM,

.

.

.

m s f 7-2-?t

20'

;<
s:.
E

260'

l:r-ench ed e

f
30' clionel:er- pipe
J.

---/

--0>

wo 1e>r- ----:;.
tl ow

60' diof'1"t"r-
pip"

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p.-~..J ~." ~I:"~ ~~ ~
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Figur-e 81): Top view of the wl)ter- Int1ke I)t the r'lhw line

--;.

scole l' '" 6'

?n 5 r 7-l-ft .

pUMp Mounted on 0
6" thick steel reinforced
concrete pod

1

9,0'

Existing gracle

Final gr-acle
(Mor-l r-ock)

-

-

intoke

Fil ter'

J6" clio.
pipe

~r[[li)l?n~'. .-

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JUL C G t-;~~~d fo,
~ : I
. ....;,n.-- ,. _,-,,_,.._J!J
'~W:;"":';':'
..........t1.iI.~....'"'~!!f.

5cole' l' 8'

r:-igur-e 8b: Cr-oss-sectionol view of the pr-oposecl wo ter- intoke
o t the conol.

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FiglJlre 8c: Breok-oway Top VlPW of intoke woter systeM
Note 011 PVC 15 schedule 40 grode,

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Cr'oss-sectionol view
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Fiqur-e 9: Cr-oss-sectlonol views of the dischor-ge pipe
Into the conol

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Calculations:

Total cubic ft excavated:

30' dia. pond: 8 x 3.14 x (15) = 5654 ft.3
60' dia. pond: 4 x 3.14 x (30) = 11308 ft.~

drain basin: 4 x (6'x6'x4') = 576 ft. 3

intake pipe trench: 7'x26'x9' = 1638 ft.3

drain pipe trench: 278'xl.5'x1.5' = 626 ft.3

u Total: 19802 ft.3

Total cubic yards:

19802/27 = 733 yds}

Total area of ponds = 11308 ft.+ 5654 ft. + 576 ft. = 17538 ft.:z.
Total area of work site: 125 ft. x 291 ft. = 36375 ft. z.

Therefore, the total fiU site area: 36375 ft. - 17538 ft. = 18837 ft. z.

and fill thickness would be approximately 1 ft. tit

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tit Note: The overall height of the proposed levy must be 3.0 ft. therefore,
extra fill would be used around the paremeten of the ponds and
tapered to the proposed boundries of the work site.

tit tit Because the edge of the ponds would be tapered at 45 degrees, the
total volume of excavated material from the ponds would be slightly
less than that calculated with vertical straight sides.

}n ~ ( 1-2-f~ .

..

q{ OD~7

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402,1 890

REPLY TO
ATTENTION OF

August 8, 1996

Regulatory Branch

Action ID No. 199605398

RfCEtV[D

AUb 1 2
ENvI? 1996
.'OtvM/:-
rvrA( , ,
8RArvc/-_/CIErvcfS

Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607

Dear Mr. Dorney:

Enclosed is the application of Coastal U.S.A. Fish Company for
Department of the Army authorization and a State Water Quality Certification
to dredge 12 square feet of vegetated marsh and 30 feet of non vegetated
wetlands, and fill 60 square feet of non vegetated wetlands for the purpose of
constructing 12 holding ponds for a commercial fish storage facility on an
existing canal off of the Cedar Island Harbor of Refuge, in Cedar Island,
Carteret 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 October 5, 1996, the District Engineer will deem that
waiver has occurred.

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

Sincerely,
~ (,-, \ (-~ r, \-
./\.h... .-\~ _ \ ,-\..c.. ~~,\i,\
" ) C)
J rfrey H. Richter
Project Manager
Wilmington Regulatory Field Office

Enclosure

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