20051842 Ver 1_Complete File_20050929

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I. Permit Class o......\=t ~ OS - \2 4z.Permit Number .
NE'W 165-05
ST ATE OF NORTH CAROLINA
~ Department of Environment and Natural Resources

.1 ~ ~
, Coastal Resources Con;mission \o)@@@~'\!7@ ~

I f)tErmtt \lI\ NO~, 2 : ~:~\"

~ Major Development in an Area of EnvironmenO~~~~j~rr.R6R/11lC\'1
* pursuant to NCGS 113A-118 \.cnJJ'

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_ Excavation and/or filling pursuant to NCGS 113-229

Issued to Perdue Farms Incorporated, P.O. Box 10, Pantego, NC 27860
~ Authorizing development in Beaufort County at Pantego Creek, 429 'Vest Main St.,
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Signed by the authority of the Secretary of DENR and the ~
Chairman of the Coastal Resources Commission. 1

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:~ December 31,2008 1
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:~ In issuing this permit. the State of North Carolina agrees *
* that your project is consistent with the North Carolina Coastal *
~ ~Ianagement Program. Signature of Permittee :(

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attached workplan drawings (4), 1 dated 6/3/02, 1 dated 9/12/05, 1 dated 9/16/05, and 1 dated 11/7/05.

nelhaven

, as requested in the permittee's application dated 9/12/05. including the

This permit, issued on November 21, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.

Excavation

1)

Unless specifically altered herein, the dimensions of the area to be dredged shall not exceed 50 ft. x 233
ft., all as expressly and specifically set forth in the attached permit application and workplan drawings.
Any proposal to alter the dimensions of the area to be dredged shall require permit r.lodification.

2)

Excavation shall not exceed -10 feet below the normal water level. In no case shall the depth of
excavation exceed the depth of connecting waters.

3)

No vegetated wetlands shall be excavated or filled.

(See attached sheets for Additional Conditions)

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

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

Pz
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f /' ~ Charfes S. Jones, Director
CDivision of Coastal Management

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

All work shall cease when the permit expires on

This permit and its conditions are hereby accepted.

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* Purdue Farms, Inc. Permit # 165-05 I
~ Page 2 of 3:

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~ Spoil Disposal

II:. 6) All excavated materials shall be confined to the upland disposal site indicated in the attached permit .
application. Any proposal to change the location of the disposal site to a location other than the site
designated in the application may require permit modification. Contact a Division of Coastal
1
~ Management Representative at [phone] for this determination. l

I Sedimentation and Erosion Control I
* ~
, I
~ NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be ~
); filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this t
1 plan to the Department of Environment and Natural Resources, Division of Land Resources, ~
.,. Land Quality Section, 943 Washington Square Mall, Washington, NC 27889. ;(
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~ 7) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ~
:( ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, t
~ diversion swales or berms, etc.). At a minimum, a sediment curtain shall be placed across the barge slip I .:'.
{ opening during excavation activities, and a 24-hour period after completion of excavation shall elapse
'i prior to sediment curtain removal to prevent unnecessary siltation into the adjacent water body. t

I Shoreline Stabilization ~
* ~
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{: 8) The alignment of the permitted riprap shall be staked by the permittee and approved by a representative ~
:1 of the Division of Coastal Management within a maximum of 30 days prior to the start of any ~
( construction. ~
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j 9) The alignment of the approved riprap shall not extend more than 2 feet from the normal water level at ~
{: any point along its alignment. {:
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t 10) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to ~
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:1 prevent its movement from the approved alignment by wave or current action. 1

:; 11) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite, ~
~ marl, or broken concrete. ~
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ADDITIONAL CONDITIONS

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

No excavation shall take place within 20 feet of the southem shoreline of the basin.

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! ADDITIONAL CONDITIONS i
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~ General ~

~ 12) The permittee understands and agrees that, if future operations by the United States requires the ~
:~ removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
i opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
It. unreasonable obstruction to free navigation of the navigable waters, the pennittee shall be required,
.upqn due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina..No
claim shall be made against the United States or the state of North Carolina on account of any such
I removal or alteration. I

:i ~OTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, i
1 approvals or authorizations that may be required. i
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~ NOTE: Future development of the permittee's property may require a modification of this permit. t.
;: Contact a representative of the Division at [phone] prior to the commencement of any ~
:( such activity for this determination. The permittee is further advised that, in accordance with the f
1 rules of the Environmental Management Commission, many non-water dependent activities are *..
:f. not authorized within 50 feet of the normal water level or landward edge of any coastal wetlands. ~
:~ Contact the Division of Water Quality at [phone] for this verification. i
~ I
i NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water ~
(. Quality Certification No. 3400 (DWQ Project No. 05-1842), which was issued on 11/8/05. i
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1 NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No. 1
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it 1980000291 (COE Action rd. No. 200610017) which was issued on 10/31/05. ~

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Michael F. Easley, Governor

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

Alan W. Klimek, P.E. Director
Division of Water Quality

November 8, 2005

DWQ Project # 05-1842
Beaufort County

Perdue Farms, Inc.
P.O. Box 10
Pantego, NC 27860

Subj ect Property:

Perdue Farms, Inc. Barge Slip Maintenance
Pantego Creek [030307, 29-34-34-(2), SC, NSW]

Approval of 401 'Vater Quality Certification (GC3400) with Additional Conditions

Dear Sir or Madam:

You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.00126 acres of non-vegetated wetlands to perform maintenance to a barge slip as
described in your application received by the Division of Water Quality (DWQ) 401 Oversight/Express
Review Permitting Unit on September 29, 2005, After reviewing your application, we have determined
that the Division of Water Quality (DWQ) General Water Quality Certification Number 3400 covers
these water impacts. This Certification allows you to General Permit No. 198000291 when issued by the
US Army Corps of Engineers (USACE). In addition, you should get or otherwise comply with any other
federal, state and local requirements before you go ahead with your project including (but not limited to)
erosion and sediment control regulations and CAMA. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.

This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the cODditions listed in the attached
certification and any additional conditions listed below.

The Additional Conditions of the Certification are:

1. Impacts Approved

The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:

N'p~hCarolina
/va/llra//I/

40 I Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.cnr.state.nc.uslncwctlands

An Equal Opportunity/Affirmative Action Employcr- 50% RecyclcdllO% Post Consumer Paper

Perdue Fanus, Inc.
Page 2 of2
November 8, 2005

2. Certificate of CompletioD

UpOD completion of all work approved within the 40 I Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
DivisioD of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

3. Water Quality Certification

The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.

Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to cODduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiratioD of the 404 or CAMA Permit.

If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days ofthe 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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.

This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
.733-9721 or Kyle Bames in the DWQ Washington Regional Office at 252.;.946-6 81.

~/lJj

fcAlan W. Klimek, P.E.

AWKJijm

Enclosures:

GC 3400
Certification of Completion

cc: Wayne Black, Perdue Fanus, Inc., P.O. Box 460, Lewiston, NC 27849
Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Bames, DWQ Washington Regional Office
File Copy
Central Files

Filename: 051842PerdueFannsBargcSlipMaint(Beaufort)CAMA

~4':~ tOlS1~-f~

.~~

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

MEMORANDUM

~~
:\ rrrvMs. Cyndi Karoly
Env. Biological Supervisor
~ Division of Water Quality, Wetlands Unit

F~M: \ 0 Doug Huggett
1\ Major Permits Processing Coordinator

RESPOND TO: DOUG HUGGETT
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
COURIER NO. 11-12-09

DATE:

27 September 2005

~[g@[gU\'!l[g @

SEP 2.9 2005

SUBJECT: CAMA Application Review

APPLICANT: Perdue Farms, Inc.

PROJECT LOCATION: Beaufort County

, DENR - WATER QUALITY
h'ETl.ANDS NJD STOR1.rN^TER BRANCH

PROPOSED PROJECT: Applicant proposes to conduct maintenance excavation in an existing
barge slip and stabilize the landward end with riprap.

Please indicate below your position or viewpoint on the proposed project and return this form by
220ctobcr 2005. Please contact Steven 1. Trowell at 252-948-3954, if you have any questions
regarding the proposed project. When appropriate, in depth comments with supporting data are
requested.

This office has no objection to the project as proposed.

REPLY

This office has no comment on the proposed project.

This office approves of the proposed project only if the recommended
hanges are incorporated. See attached.

I)fs office objects to the proposed project for reasons described in the
~ched comments. I / cr

Date \ ~ /'~ / fj~
I I

Signed

N~~Carolina
/hltllrall!/

943 Washington Square Mall, Washington. North Carolina 27889
Phone: [phone] \ FAX: [phone] \ Internet wv.w.nccoasta!manaaementneV

~. . DIVISION OF COASTAL 1YIANAGElYIENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Perdue Farms Inc.

2. LOCATION OF PROJECT SITE: Off West Main Street in the Town of Belhaven on a man made basin off
Pantego Creek, a tributary to the Pungo River, in Beaufort County, North Carolina.
Photo Index - 2000: 116-1467; T-14 1995: 116-1265; H-8; 1989: 2-82-5; H-7
State Plane Coordinates - X: 2,798,300 Y: 813,300
Pantego Quad. (lower right corner)
3. INVESTIGATION TYPE: CAMA

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/12/05
Was Applicant Present - Yes

5. PROCESSING PROCEDURE: Application Received - 9/16/05
Office - Washington

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Municipal District
(B) AEC(s) Involved: PT A, PTS
(D) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Plalmed - N / A
(F) Type of Structures: Existing - Grain bins, grain elevator, truck scale, various buildings, barge basin
Planned - Maintenance excavation in man made barge basin, rip rap shoreline
(G) Estimated Annual Rate of Erosion: unknown

- - - -
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 11 ,650 ft2 55 ft2
barge basin bottom
(C) Other :t 1 acre
Uplands Spoil disposal

DREDGED

[AREA]
FILLED

OTHER

7.

HABITAT DESCRIPTION:

(D) Total Area Disturbed: :tI.3 acre or :t55,2l0
(E) Primary Nursery Area: No
(F) Water Classification: SC NSW Open: NO

8. PROJECT SUMMARY: The applicant proposes to conduct maintenance excavation in an existing barge slip and
stabilize the landward end with riprap.

.'

Perdue Farms Inc.
Pantego Creek
Beaufort County

Project Setting

The project site is located at 429 West Main Street in the Town of Belhaven on a
barge slip off Pantego Creek, a tributary to the Pungo River, in Beaufort County, North
Carolina. The project site is fully developed as a facility for the shipping and storage of
agricultural related commodities. The site also receives gravel rock, lime and other
aggregate for businesses located in, around and east of Belhaven. The site is dominated
by six large grain bins with four grain elevators. There is a gravel/asphalt drive and scale
for trucks delivering locally grown grain to the facility. There is a railroad spur also on
the site. The entire area is covered with impervious surface, either under roof or covered
with asphalt and gravel. The barge slip dimensions are :tlOO' wide x :t300' long. The
west side of the barge slip is stabilized with a metal sheet pile bulkhead. While loading
and unloading, barges moor to the sheet pile bulkhead. The east side of the barge slip is
not stabilized with an erosion control structure, as the adjacent property on the east side is
not developed. The landward end of the barge slip is partially stabilized with a wooden
bulkhead.

Water depths in the barge slip range from 15' deep at the confluence with Pantego
Creek to 3' at the landward end. Average water depth in the barge slip is approximately
5.5'. The access channel to the barge slip in Pantego Creek has water depths ranging
from 12' to 14' deep.

Pantego Creek in the vicinity of the project site is classified as SC-NSW by the
Environmental Management Commission and Inland Waters by the Wildlife Resources
Commission. This area is closed to shell fishing.

Project Description

The applicant rep0l1s difficulty in loading and unloading barges due to the
shoaling in the barge slip that has occurred over time. Loaded barges draft approximately
8'. The applicant proposes to undertake maintenance excavation in an area in the barge
slip 5.0' wide x 233' long to a final depth of 10' below the Normal Water Level (NWL).
The excavation is to be undertaken with a long reach excavator or dragline placing the
material in a closed body dump truck to be hauled offsite to a prescribed upland location.
The applicant proposes to deploy a sediment curtain across the barge slip opening during
excavation activities. The applicant also proposes to place riprap along and above the
NWL at the landward end of the barge slip for shoreline stabilization.

Anticipated Impacts

The project will excavate 11,650 ft2 of bottom in the barge slip. The shoreline
stabilization will fill approximately 55 ft2 of bottom in the barge slip.

Steve Trowell- Washington Regional Office - 22 September 2005

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PERDUE FARMS INCORPORATED
P.O. Box 460, Lewiston Woodville, NC 27849

Home Offtce: 252 348 4200

September 10, 2005

Hand Delivered

N.C. Division of Coastal Management
Attn: Mr. Steve Trowell
NCDENR
943 Washington Square Mall
Washington, North Carolina 27889

Subject:

Perdue Farms Incorporated
Belhaven Grain Facility I Belhaven, N.C.
Barge Slip Maintenance Project

Dear Mr. Trowell:
Perdue Farms Incorporated is requesting a permit from the N.C. Division of
Coastal Management to perform necessary maintenance to our barge slip, located at our
grain facility in Belhaven. The current water depths in the access channel to the existing
barge slip average thirteen (13') feet; however, the existing water depth of our slip itself
cannot accommodate the draft required for loaded barges. The decreased water depths are
a result of materials being deposited during storms and other tidal events. This has lead to
build up from the landward end out in the barge slip. The decreased depth inhibits the
proper loading of barges and also presents the problem of the barge becoming grounded
in the slip due to its cargo. We are seeking to obtain approval that will allow us to
excavate the area outlined in the permit application to a depth often (10') feet, which will
allow adequate draft for the loaded barges. We will accomplish this excavation with the
use of an extended reach excavator and/or dragline, with all work being performed from
Perdue property. The excavated material will then be hauled off-site to a high ground
location by use of a closed body dump truck. In addition to the maintenance excavation,
we are also proposing to rock the shoreline of the barge slip to assist in preventing
erosion from landward sheet flow and drainage.
Please find enclosed the permit application, attachments, and the required fee.
We hope this meets with your approval and if you should have any questions regarding
this permit application please contact me at 252-348-4326.

Sincerely,

~~

Wayne Black, REM, REPA
Senior Environmental Manager

Enclosures!: Application, Plot plan, adjacent landowner letters wi return receipts,
Property Deed, Site I Vicinity Map

Form DCM-1tIP-l

APPLICATION'

(To .be completed by all applicants)

1. APPLICANT

a. Landowner:
Name Perdue Farms Incorporated
Address P. o. Box 10
City Panteqo State N. c.
Zip 27860 Day Phone [phone]
Fax [phone]

b. Authorized Agent:

Name Perdue Farms Incoroprated - Attn:
l'iayne Black

Address P.O. Box 460

City Lewiston

State N. C.

Zip 27849

Day Phone [phone]

Fax [phone]

c. Project name (if any) Perdue Farms Incorporated
Barqe Slip Maintenance

NOTE: Pmrat will be ismed its IIIIme of~I). aNI/or
projec:l name.

2. LOCATION OF PROPOSED
PROJECT

a. County

Beaufort

Rn1sed 03/95

b. City, town, community or landmark
Belhaven, N. C.

c. . Street address or secondary road n'umber
429 West Main Street

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

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) pantego Creek

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulld1ead, pier. and
excavation and/or filling activities.
Excavation (Maintenance of Barge
Slip) Rock BUlkhead on Shorline

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

c. Will d}e project be for public, private or commercial
use? pri vate Industry

d. Give a brief description of purpose. use, methods of
coDSuuction and daily operations of proposed
project. If IDOre space is needed, please attach
additional pages. Installation of ros:k break-
water at shoreline of barge Sllp to
nrevent erosion. Maintenance excavatlon
of barqe Slip to accomodate outgolng loade(
qrain barges & incoming barges loadea
with lime/rock material. Maintenance
excavation of barge slip will employ the
use of an extended reach excavator and/or
draqline to be performed from Perdue
property. Dimensions oLexcavatlon area
are to be 233 by 50 to a depth of 10 feet.
Sediment curtailln to be deployed at mouth
of ba~ge slip to prevent col~oidal solids
dispersion. Excavated materlal to be
removed from site.

Form DCM.M]'.l

4. LANDANDWATER
CHARACTERISTICS

a. Size of entire tract 3.353 acres

b. Size of individuallot(s) N/A

c. Approximate elevation of tract above MHW or
NNVL 2 - 3 feet

d. Soil type(s) and texture(s) of tract
Altavista - Fine Sandy Loam with Clay

e. Vegetation on tract Opportunistic Weeds in
rocked and paved areas

f. Man.made features now on tract Grain
Receiving and storage faclilty

g. What is the CAMA Land Use Plan land
classification of the site? (ConndIIk IoCtl11aN1us6 plim.)

_ Transitional
_ Community
~ Other (Municil?al
Distnct)
h. How is the tract zoned by local government?
Not zoned/ N/A

_ Conservation
_ Developed
_ Rural

i. Is the proposed project consistent with the applicable
zoning? _ Yes _ No N/A
(Anach :.onitIg "",pIUmee artifu:me, if applicable)

j. Has a professional archaeological assessment been
done for the tract? _ Yes .lL- No
If yes7 by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
_ Yes 2-No

1. Are there wetlands on the site? _ Yes ~ No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(AnadI t/oaIIrtnIkUiOtl, if available)

Revised 03/95

m. Describe existing wastewater treatment facilities.
Septic Tank System

n.. Describe location and type of discharges to waters
'. of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, .wash
down- and r~idential discharges.)
Storm water run off only - Grain
Receivinq and Storaqe Facilitv

o. Describe existing drinking water supply source.
Town of Belhaven/Bottled Water

5.. ADDITIONAL INFORMATION

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

o A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is oot
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.

o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 lIr by 11- white paper. (Refer to
Coastal Resources C~mmission Rule 71.0203 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

I certify that I am authorized to grant, and do in fact
28590 grant permission to representatives of state and federai .
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
p~t application and follow-up monitoring of the
~7760 proJect.

Name Ivilliam B. Voliva I further certify that the information provided in this
Address 1929 A Quail Ridqe Rd. _ Greenville ,application is truthful to the best of my knowledge.
Phone [phone] NC 27858

Form DCM-MP-l

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

. A Stormwater Certification, if one is necessary.

o A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of 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 John M. & Barbara Voli va
Address PO Box 2693 - winterville, NC
Phone [phone]

Name Tennessee Valley Resources
Address PO Box 617 - Jefferson City,
Phone [phone]

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

N/A

o A chedc for ~ade payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

o A signed AEC ha7.ard notice for projectS in
oceanfront and inlet areas.

o A statement of compliance with the N.C.
Environmental Polley 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. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

I understand that any permit issued in response to this
app~ication will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i"1 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.

This is the 12th day of Sept. . '200:i

Print Name Perdue Farms Incropora ted

Signature ',~~ ~ -\: ~UJlLe. Fo-r-~
l.andtnme~rmr--"

Ple::se indiCate attachments pertaining to your proposed
proJect.

~ DCM MP-2 Excavation and FiIllnformation
_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ DCM MP-S Bridges and Culverts
_ DeM MP-6 Marina Development

NOTE: Please sign and dale each attachment In the
space provided at the bottom of each form.

Fonn DCM-MP-2

EXCAVATION
ANDFILL

(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 tD be given in Ceet.

LtD&th

\\1dth

Averqe
Ex1sl1q
DeptJa

ftnAI
Frojcct
Drptll

Access
channel
(MLW) or (NWL)

Barge
Sllp

.
Averag
1 - 9
Range

10'

2331

50'

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other
(Excluding
.!lore line
stAbilization)

Revised 03/95

1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1 ,400

b. Type of material to be excavated
Silt and Sand

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes .2S.- No

d. Highground excavation in cubic yards N/A

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area Armstrong, Inc.
Beach Ridqe Road

b. Dimensions of disposal area
Approximately 1 acre.

c. I?o you claim title to disposal area?
_ Yes ~No
If no, attach a letter granting permission from th~
owner .

d. Will a disposal area be available for future
maintenance? -2L Yes _ No
If yes, where? Armstrong., Inc. same as
above.

Form DCM-MP-2

e. Does the disposal area include any coastal wetlands
(marsh). SA Vs or other wetlands?
..--:...... Yes 2- No

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

3. SHORELINE STABll..IZATION

a. Type of shoreline stabilization
Bulkhead x Riprap

b. Length

55 feet

c. Average distance waterward of MHW or NWL
1 - 1~'

d. Maximum distance waterward of MHW or NWL
21

e. Shoreline erosion during preceding 12 months
Minimal to moderate

(Source of information) Si te Personnel

f. Type of ~ulkhead or riprap material Riprap
Quarrled Rock

g. Amount of fill in cubic yards ~ be placed below
water level
(I) Riprap 1.02
(2) Bulkhead backfill N/A

h. Type of fill material N/A

i. Source of fill material N/A - Protect
existing shoreline only

4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization) N/A

a. Will fill material be brought to site'?
_Yes _No

Rnistd 03/95

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

(3) Purpose of fill

b. Will fill material be placed in coastal wetlands
(marsh). SA Vs or' other wetlands?
_Yes _No
If yes,
(I) Dimensions of fill area

(2) Purpose of fill

5. GENERAL

a. How will excavated or fill material be kept on site
and erosion controlled? No fill material needed
excavated material to be removed from site,
and be taken to Armstronq, Inc. to be used
as fill. (qraded, sloped, seeded)

b. What type of construction equipment will be used
(for example, dragline. backhoe. or hydraulic
dredge)?
Extended Reach Excavator and/or
draq1ine

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

Perdue Farms Inc.

~~Proj:C
Slpa~ -- ~
9-1,1- :loo~-
Dale

~ ~r-c1......~ r-~....M-S'

. EXIST1NG IRON PIPE
.. EXIS11NG PK NAIL
o SET NEW IRON PIPE
C SET REBAA
A SET NAIL
~ SET RAlLROAO SPIKE
+ POWER POLE
[!] WATER METER
.. VALVE
[!] TELEPHONE PEDESTAL
o MONITORING WELl.
e NO POINT SET
Ii> SAl.4PUNG ru8E
o LQ,I,OINC CHUTE FOR BARGE
~ ELECTRIC WINCH
COMMUNITY WATER & SEWER

Course

EOGt PNm:GO CREEl(
'A' TO "B"

Beori"9 DIslonc.

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NEW PROPERlY UN[
q, SPI.R ~E
-,,- TO .c.

Couf8e Distance

NEW PROPDm' UN[
"C. TO -0'

Count B.4r1n9
, N ~2' ce w

Dletanee
41. 2

4

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4

'NCGS U 184 ,g63.
101- 8e27g6.1lO7oo
E-2704137.100oo

U 184 TO ZIP
S 14'1g'39t: 13a.W

"NCGS ZIP.
N- 662664.35020
E- 2704170.8noo

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BY COORDINATES

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ood Boo~ g2
D..d Book 40J- pPog. .525
- ' og. 15a
N ~O'JJ'18"E: 228.11'
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_ N 44'11'4at: 227.30'
222.30

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Tracl .
Deed Book g2', Pogo 525
Oood Book 402. Pog 0 1 58

::-:----
N 50'33', 8" 363.84'

AU. DISTANCES ARE HORIZONTAL GROUND
DISTANCE UNLESS OTHERWISE NOTED.

REFERENCES:
MAP BOOK 4, PAGE 82
MAP BOOK 4, PAGE 83

'"

Existing Site Conditions Barge Slip
- Malnt._
Perdue Farms Inc. - Belhaven, N. C.

i

~

6

i~
~!

TRACT "8"
5,1 62 ACRES
BY COORDINATES
EXCLUDING All R/W

'IRACT "II'
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TRACT -A-
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BY CooRDINATIES .
EXCLUOING AU. R/W -
'lRANSFORI.4ER
BANK
3-PHASE

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W. B. VolNo~"'~' .
and wlf. Botbcra S. VolNa
Do.d Book 372, Pogo 174
I.4AP 800K 4, PAGE BJ
P.c. f', SUOE 28-5

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D.od Beok 372, Oe~. '74
I.4AP BOOK 4, PAGE 83
P,C. F, SUDE 26-5

L1l.0WNER Of' PROPERTY AS RECORDED IN P.C. F,
SUOE 28-5 IS NOT ENTITUED TO TIHE EASTERN
HALF OF WASHiNGTON ST. ACCORDING TO
NCGS 138-;8 ANO RECORDED IN DEED
seOK 827, PAGE 733.

SURVEY FOR

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PERDUE FAmlS
AND
TENNESSEE VAU.EY RESOURCES
OF
TRACT "A" AND TRACT "B"

50 0 50
~;
GllAPJUG 81 - FEET

<=> '*'3<" = 633-6=
...&....-.g'tor\. N: ....11' ~ He
JlAYO AND ASSOClAT8S. PeA.
= ltt H\r/. 17 mIlH lAND SURVEYING VIoICOCJlIl. He 28586
DATE' 06-03-02 SCALE' l' = 50' PROJECT NO.1 02075
STATE' N.C, COUNTY, EELHAVEN TVP, PANTEGO

SHEET 2 Of' 2

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DEED BOOK 142, PAGE 5Q7
DEEO BOOK 402, PACE 1 sa
DEEO BOOK 4Og, PAGE 415
DEED BOOK 41 g, PAGE on
DEEO BOOK 512. PAGE 328
DEED BOOK 580, PACE 213
OEED BOOK 787, PAGE 711
DEED BOOK 825, PAGE 532
DEED BOOK 825, PACE 535
DEED BOOK 828, PAGE J85
DEED BOOK 826, PAGE 387

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14 rnl Scale: I : 550,000 Detail: 8.5 !laturn: WGS8.1

Plan View of Barge Slip-Belhaven Grain Facility
Proposed Maintenance Excavation
Scale: 1" = 30'
Date- 9/12/2005
Drawn by: \Vayne Black
Perdue Farms Incorporated

LEGEND

X Denotes existing water depth

Proposed Rock Bulkhead

Voliva Property

_ _ _ . Details area where proposed
excavation will take place in
barge slip.

Cross-Section(A) Map

"'-NWL

Matchline A - Connecting Depths
Access Channel

x ".,\

X 15'2" ~

I : f::\ -/?:::~---
~I : 1 ~.:~ )o,o~o' ~. : ::2"

~ Existing Wood Bulkhead 5'8"
~ X I 3.7' X
~ x~~_____~IT_----

4> Power 0 Existing Barge
Pole Mooring Poles

- - -"4'liF -Xs' - ~'6"" - - ~~6" 52';- - - ~ ~'4:,1

X 5'6" X 7~4' X 6'6" .-x ,/x 9'1" _ - X 12'8"
111'2" -
O I \ - - 15'8"
X 7'2" 8' X 8'5" X -,c 15'8" X -
X " 1 11'8" +
. r - - ~ XI0'5" 10.00'
X 7'6" X 7'7" "x 12'4" X 15'8" X -16'4"

/ " '--'\
X 7'2" X 7'8" y'2" - - 'X9~" X 14'8"
7' "^7'2" ~v_8' 9'1" \ , "
___ __~___X____ - X116

o ~ 0 ~O

Barge Spout Barge Puller

X 16'8"

X 15'8"

xI4'8"

X 14'8"
X 15'8"

X 15'6"

o

""

o

Existing Steel Sheeting Bulkhead

V'"

5~

Gravel Drive

ExistingConcrete 1
Rip Rap Shoreline

Gravel Drive

~Sto"g,

Existing Access Channel Depths
1" = 30'

x
14'2"

Matchline A

Pall/ego Creek

X
12'

13'6"

x
12'4"

Channe1 Marker

:t

x

13'

~
Q9

x

13'8"

x

14'

loliva Property

Cross-Section (A) Map
Belhaven - Barge Slip Maintenance Excavation
Not to Scale
Date: 9. 16.2005
Drawn by: WB
Perdue Farms Incorporated

WL

Average Depth 5' 5"

/
/
/
/
/
/

/
/
/
/
/
/
/
/
/
/
/

/ / /
/ / /
/ / /
/ / /
/ / / /
/ // / /
AreMo be ~~avattd
/ / / /
/ / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /
/ / / /

/
/
/
/
/
/
/

/
/
/
/

/
/
/
/
/
/
/

/

/

/

/

Approx. 75 '

,

/
/
/
/
/
/
/ / /
/ / /
..Final prdject D,epth
/ /10' / /
/ / / /
/ / / /
/ / / /
/ / / /
/ /
50 '
/

Existing
Sheet Metal
Bulkhead

/
/