19950379 Ver 1_COMPLETE FILE_19950407

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Mc-)agement
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secreta-y
A. Preston Howard, Jr., P,E., Director
APPROVAL of 401 Water Quality Certification
AWM Corp./Hopeman Brothers, Inc.
119 Brookstone Avenue
Winston-Salem, NC 27101
Dear Sirs:
FIL E corn
You have our approval to discharge return water from an upland diked disposal basin barge acres
of waters at an existing basin, as you described in your application dated 21 November 1995. After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 2668.
This approval is only valid for thk 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.
For this approval to be valid, you muct follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead \?ith your
project.
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. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section 401
of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
0.sto?n oward, Jr. P
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
95379.1tr
A14; ty-een
NOW
[D FE F:11
December 18, 1995
Carteret County
DEM Project # 95379
COE # 199600484
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmat•ie Action Employer 50% recycled/ 10% post-consumer paper
511 t
State of North Carolina JiJ
Department of Environment 0V 0 M5
Health and Natural Resources • •
Division of Coastal Management--------------------------'
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N, Schecter, Director
November 1, 1995
?EHNF1
MEMORANDUM:
i1
TO: Mr. A. Preston Howard, P.E., Director = WV 0 3 1995
Division of Environmental Management ; I V I S I U N U F
;OAS-AL MANAGEMENT
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: AWH CORP/HOPEMAN BROS., INC.
Project Location: approximately 5 miles north of Beaufort, on NCSR 1242, adjacent to the AIWW (Core
Creek)
Proposed Project: to maintenance excavate an existing barge basin to the original depth of a minus 12'
deep at mean low water
Please indicate below your agency's position or viewpoint on the proposes project and return this form by
November 22, 1995. If you have any questions regarding the proposed pro_:ect, please contact Charles Pigott
at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: L11 This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
f
SIGNED La4 DATE 7i/ 6A
P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28,557 Courier X11-12-09
Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% pcr-consumer paper
REPLY TO
ATTENTION OF
Regulatory Branch
Action ID No. 199502153
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
April 4, 1995
is * ft
Mr. John Dorney I,;
Division of Environmental Management F
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 AWH Corporation, Hopeman Brothers,
Incorporated, for Department of the Army (DA) authorization and a State Water
Quality Certification to maintain a barge slip and repair a steel sheet pile
bulkhead on the Atlantic Intracoastal Waterway (AIWW), Core Creek, 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.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by June 5, 1995, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Scott McLendon, Wilmington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
e Wri
hRegultoryy r anch
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
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Printed on 0 Recycled Paper

ASTERN
NVIRONMENTAL
March 17, 1995
Scott McLendon
Corps of Engineers
PO Box 1890
Wilmington, NC 28402
1 q 9saai s3 ?-
1916 S. GLENBURNIE, # 9
NEW BERN, NC 28562
[phone]
FAX,637-7907
RE: Permit Application to dredge an existing barge terminal.
Dear Mr. McLendon:
As required by CAMA, we have enclosed a copy of the permit application to redredge
the barge terminal at AWH Corporation's facility near Beaufort, NC.
If you have any questions or comments please contact me at [phone].
Sincerely,
/ rzee?
F. X. LaValle
Project Manager
Please type or print. Carefully des-~?e all an- d. Describe th--tanned use of the project.
t tici 'ited development activities, ii. .ding conscruc- to load off load barae5
tion, excavation, filling, paving, land clearing, and
stormwater control. If the requested information is -
not relevant to your project, write N/A (not ap-
plicable). Items 1-4 and 8.9 must be completed for 4 , LAND AND 'AR
r
all projects. CHARACTERISTIC/
M1
1 =APPLICANT --•-- - - --- a. 170 acres
Size of entire tract
b
.
Size of individual lot(s) 26 acres
a. Name AWIi Corporation / fiooeman Broth
119 Brookstone Avenue
Add ers, In
E• Elevation of tract above mean sea4e?e1M?LNa-
ress tional Geodetic Vertical Datum
Winston-Sa16t?te NC
City d. Soil type(s) and texture(s) of tract gravel fill,
Zip 27101 JDay phone [phone] sand fill- clay loam sand & shell frgs.
X Landowner or Authorized agent e. Vegetation on tract Cleared wooded and
b. Project name (if any) marsh lands
f. Man-made features now on tract warehouse
c. If the applicant is not the landowner, also give
the owner's name and address. g What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation - Transitional
_1L_ Developed Community
2 LOCATION OF PROPOSED Rural Other
PROJECT h. How is the tract zoned by local government?
I W
i. How are adjacent waters classified? C-SW NSW
a. Street address secondary road number j, Has a professional archaeological survey been
Steel Tank Road
b. City, town, community, or landmark
Beaufort carried out for the tract? 11O
If so, by whom?
c. County Carteret
d. Is proposed work within city limits or planning
5 UPLAND DEVELOPMENT ::W=
jurisdiction? nn
e. Name of body of water nearest project CorrNPALte this section if the project includes any
ICWW (Core Creek) upland development.
a. Type and number of buildings, facilities, or
3 DESCRIPTION AND PLANNED, structures proposed
:.._ USE OF PROPOSED PROJECT ,
b. Number of lots or parcels
a. Describe all development activities you propose c. Density (Give the number of residential units
(for example, building a home, morel, marina, and the units per acre.)
bulkhead, or pier).
Dredge existing hargp terminal d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than
one acre of land, the Division of Land
If you plan to build a marina, also complete Resources must receive an erosion and sedimen-
and attach Form DCM-MP-2. tation control plan at least 30 days before land
b. Is the proposed activity maintenance of an ex- disturbing activity begins. If applicable, has a
isting project, new work, or both? sedimentation and erosion control plan been
maintenance of existing facility submitted to the Division of Land Resources?
c. Will the project be for community, private, or
commercial use? f. Give the percentage of the tract within 75 feet
it is commercial use of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops.
g. Liszt the materials, such as nu !paver scone, b. Amount o` icerial to be' excavated 4from
0
0 v
asphalt, pr concrete, to be used for paved .
below water level i ds & ys? t '
n
s
surfaces. c.
d. a
Type of material
Does the area to be excavated include marsh-
h. If applicable, has a stotmwater management
plan been submitted to the Division of En-
e. land, swamps, or other wetlands? no
d s none
High ground excavation, in cubic
none
d

vironmenml Management?
f. ma
e
Dimensions of spoil disposal area p
sa
onsite
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area
water treatment facilities.
h.
Do you claim title to the disposal area? yps
j. Have these facilities received state or local If not, attach a letter granting permission from

k. approval?
Describe existing treatment facilities.
i. the owner.
Will a disposal area be available for future
maintenance?/ yes
if so, where?
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swampland,'or water areas? no
waters of the state (for example rsurface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water.' no A
or "wash down").
effluent I. Amount of fill in cubic yards
, M. Type of fill rpatcrial N/A
n. Source of fill material N/A
m. Water supply source o. Will fill material be placed on marsh or ocher
n. If the project is oceanfront development, wetlands.' no
describe the steps that will be taken to main- p. Dimensions of the wetland co be filled
tarn established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access. site and erosion controlled? d
within an earth dike with an over ow
for water to discharge tote barge basin
o If the project is on the oceanfront, what will r. What type of construction equipment will be
. be the elevation above mean sea level of the used (for example, dragline, backhoe, or
first habitable floor? hydraulic dredge).' hydraulic d PdgP
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MLW) or (NWL)
NOTE: DEPTH OF ICW
Boat basin
CHANNEL IS 12.5 to 13
Other (break-
water, pier,
boat ramp,
rock jetry)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
400' 130' 7-12'
Will wetlands be crossed in transporting equip-
ment to the project site? no If yes, explain
the steps that will be taken to lessen en-
vironmental impacts.
7 SHORELINE STABILIZATION
N A
a. ength of bulkhead or riprap
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead matenal
C. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material
2

-8;ADDITIONAL -INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 V2 x 11 white paper. (Refer to Coastal
Resources Commission Rule 7).0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will 'be accepted. Blue-line
pnncs or ocher larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a pan of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in. consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113.229(d).
See enclosed owner list
Name
Address
Name
Address
Name
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
NC Major Development Permit 11 210-85
dated 12-10-85 to Morehead City Precast Co.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 co 10).
9 CERTIFICATION AND PERMIS
SION TO ENTER ON LAND-.....t
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed 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 further certify that 1 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 ap-
plication and follow-up monitoring of project.
This is the day of a r'C. ,
19?. /
X
Landowner or Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
3
I _ -- u
Core Cr#v
101 -•---- 1 (Cv; •II116?
.r.
1 •1 If. l
U I A
U l1
• _• _ Barp landing It
u - > 0 _
O U A
/4 ?O 0 I p
1159 ' he '? 11 l
- ? - 11
I' 11
++ II
A4 N II
1
SITE LOCATION ?'?` ' •"'?
U I
J - 11\
i ti• J l ..............
-
mud
fa A
nk
? -'?"-x'11, ?' 1 •y' 1161• f ?n
r X6 _ `:;'? J .Tattles rv4e
I
?,-
i= • •\
?(? _,,,?• ,, ,, ± i r d Daybeaco ex 1165
o i DATE: 13/9 SCALE: V • 2000' DRAWN BY USGS
"3 _ T1Tl.E: TOPOGRAPHIC MM COM Creek 7 1/2- Quadraroe
_ FIGURE 2 PROJECT: AVMB93
A? \
IP
WEIR PIPE TO CHANNEL TO BE
' BLOCKED TO PREVENT FLOW
INTO THE WATERWAY
EXISTING POILS AREA
14,200 C. CAPACITY
K
MLW LINE
3
W
3 50' 5
v
z
O
V
ti
2
+/- 100'
3
EXISTING
SHEET PILE
ANCHOR WALL
?2 1/2
TYPICAL SECTION A
SCALE 1"=50'
+2 MLW (MHW)
ML W
-7 MLW
RAYBON ENGINEERING
Dale: 2/95 Scale: Shown Drawn By: EF
Title: AWH Dredging Proposal
Figure: AWHDREDG Job N 1059
CONSTRUCT OVERFLOW DISCHARGE
rrxum -/ M
TO__ 12 MLW
STFE?
A <_f
300'
PLAN VIEW
SCALE 1"=100
7,5' ® -
STEEL SHEET PILE
REPLACE AS NEEDED
RIP-RAP
WOOD FENDER PILE
ML W
_?1
DIKE (TYP.)
-1 + 13 ML W
0
1,30'
80, 1
51'
.N
REPLY TO
ATTENTION OF
Regulatory Branch
Action ID No. 199600484
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
November 28, 1995
C i' J
AWH Corporation/Hopeman Brothers, Inc.
119 Brookstone Avenue
?f
Winston Salem, North Carolina 27101
Dear Sirs:
on February 11, 1991, we renewed general permit No. 198000291 (copy
enclosed), which provides Federal authorization for construction activities
that receive authorization from the State of North Carolina.
A review of your application received November 6, 1995, for Department of
the Army authorization to maintenance excavate an existing barge basin on the
AIWW (Core Creek), about 5 miles north of Beaufort in Carteret County, North
Carolina, indicates it to be a candidate for Federal authorization under this
general permit. Accordingly, the administrative processing of your
application will be accomplished by the North Carolina Division of Coastal
Management. Comments from Federal review agencies will be furnished to the
State.
If your application must be withdrawn from this general permit process
for any reason, you will be informed regarding its further management. If
there are no unresolved differences in State-Federal positions or policies,
the final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
Printed on (1) Recycled Peps

-2-
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
C. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
This information is essential to our expeditious processing of your
application and it should be forwarded to us by December 14m, 1995. Also, a
copy of this information must be sent to the North Carolina Division of
Environmental Management to enable them to adequately evaluate your
application for a Water Quality Certification pursuant to Section 401 of the
Clean Water Act.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199600484
and will be coordinated by Mr. Jeff Richter in our Wilmington Field Office.
Mr. Richter may be contacted at telephone [phone].
Sincerely,
Ernest Jahnke
Manager
Wilmington Regulatory Field Office
Enclosure

-3-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Charles Jones
Area Office Manager
North Carolina Department of
Environment, Health and
Natural Resources
Division of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Eastern Environmental
Post Office Box 1051
Bridgeton, North Carolina 28519
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON /
WQ SUPERVISOR: ADKINS f'
DATE: December 12, 1995
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 95 PERMIT NO.: 951179 COUNTY: Carteret
PROJECT NAME: AWH Corporation/Hopeman Brothers, Inc.
PROJECT TYPE: Dredging PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: November 3, 1995
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Core Creek
CLASS: SA STREAM INDEX #: 21-24
*OPEN OR CLOSED: Open
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
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to maintenance excavate an existing barge basin.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #2668 for dredge spoil dewatering.
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 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? Yes
oti????gl
Fti
s
951179. Dec
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOM MNDED CONDITIONS OR PERMIT RESTRICTIONS:
That the project be done in such a manner so as to not cause turbidity outside the immediate
construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Charles O. Pigott
John Parker
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: AWH CORP/HOPEMAN BROS. INC.
2. LOCATION OF PROJECT SITE: approx. 5 miles north of Beaufort on NCSR 1242, adjacent to the
AIWW (Core Creek), Carteret County
Photo Index - 1989: 141-11 0-7 1984: 41-1411 K-2
State Plane Coordinates - X: 2695200 Y: 392500
3. INVESTIGATION TYPE: CAMA & DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 27, 1995
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - October 19, 1995
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural
(B) AEC(s) Involved: Estuarine Waters, Public Trust Areas, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Package Treatment Plant
Planned -none
(F) Type of Structures: Existing - Several buildings used in the past for manufacturing and
storage of steel and concrete products
Planned - None
(G) Estimated Annual Rate of Erosion: 0' in the boat basin
Source - Personal observation, bulkheaded
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
none
(B) Non-Vegetated Wetlands 32,000 ft2
Shallow Bottom
(C) Other 30,800 ft2
High Ground Disposal
(D) Total Area Disturbed: 62,800 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: yes
8. PROJECT SUMMARY: The applicant proposes to maintenance excavate an existing barge basin to
the original depth of a minus 12' deep at Mean Low Water.
FIELD INVESTIGATION REPORT:
AWH CORP/HOPEMAN BROS INC./CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: The applicants's property is an approx. 55 acre tract
of land located approx. 5 miles north of the Beaufort adjacent NCSR 1242 and the
Atlantic Intracoastal Waterway (AIWW), in Carteret County. The property has
historically been used in the manufacture and shipment of steel and concrete products
by the various owners and tenants but is not in use at the present time. The site is
secured by fences and is posted so persons wishing to visit the site should contact Mr.
F.X. Lavalle, Project Manager, with Eastern Environmental at telephone #919-637-
7884 to gain access to the project site. Several buildings and associated parking areas
are located on the property which have been used in the manufacture and shipment of
product from the facility. The remainder of the property consists of woodlands and
wetlands. In 1971, General Steel, received Dredge and Fill Permit #414 which
authorized the excavation of a barge slip into the property. The barge slip measures
approximately 400' long x 80' wide and was excavated to a depth of -12' mean low
water (MLW) deep. The basin has been maintained several times over the years by the
various owners with the most recent work being authorized by CAMA Permit 210-85
issued to Morehead City Precast Company. The banks of the slip have been stabilized
on the north side by concrete riprap and along the head of the basin and on the south
side by vertical sheet pile material. Waters at the project site have been classified as
SA by the Division of Environmental Management and are open to the harvesting of
shellfish.
The barge slip has shoaled in to an average depth of between -4' to - 8' deep at MLW
and the new owner wishes to maintenance excavate the slip to its original permitted
depth of -12' at MLW. The excavation is proposed to be accomplished by hydraulic
dredge with the primarily sand and silt material being pumped to an existing dike
disposal area which is immediately adjacent to the basin.
10. ANTICIPATED IMPACTS: The project as proposed will result in the maintenance
excavation of approx. 32,000 ft.2 of boat basin bottom with approx. 4,500 yds.' of
sandy/silt material being removed. The excavation is proposed to be accomplished by
the use of a hydraulic dredge with the spoils being pumped to an existing dike disposal
area immediately adjacent to the basin. The effluent discharge pipe would be placed
near the head of the basin and filter fabric or silt screen would be used at the mouth of
the basin to help reduce the amount of turbidity associated with the dredging operation.
The spoil disposal area has a capacity in excess of 14,000 yds.' No other land
disturbing activities are planned at the site at the present time except that the spoil
dikes may have to be reinforced or strengthen by use of a bulldozer or other piece of
equipment. This would not increase the overall dimension of the dike since all work
would occur inside the existing dikes. The expected repairs, however, should not
significantly alter the volume available within the dike.
PREPARED BY: Charles O. Pigott
DATE: November 1, 1995
Norm DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
5 miles north of Beaufort NC
1. APPLICANT
a. Landowner:
Name AWH Corp/Hopeman Bros Inc
Address 119 Brookstone Ave
City Winston-Salem State NC
Zip 27101 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Eastern Environmental
Address PO Box 1051
City _Bridgeton State NC
Zip 28519 Day Phone [phone]
Fax [phone]
c. Project name (if any) AWHDREDG
NOTE: Permit will be issued in nano of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
r 1 -1
a. County Carteret ?I I , r
I
Revised 03195 L--IJ U
- ------- -----------
c. Street address or secondary road number
SR 1162, Steel Tank Road
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) AIWW Core Creek
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.
Maintenance dredge barge basin
to restore oriqinal depth
b. Is the proposed activity maintenance of an existing
project, new work, or both? Maintenance
c. Will the project be for public, private or commercial
use? Commercial use to service Publi(
Project
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. 7'-12' deep barge basin
w/ steel/wood pile walls, orig
built 1965 & last dredged 1985.
Used to barge concrete elememts
manuf on site to public roadway/
bridge construction sites. Next
project is new bridge to span
Neuse River between New Bern &
Bridgeton NC; US Highway 70
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 165 acres, see Fig 2
b. Size of individual lot(s) 55 acres, see Fig 5
c. Approximate elevation of tract above MHW or
NWL 5'
d. Soil type(s) and texture(s) of tract
sandy loam, sand & gravel fill
e. Vegetation on tract cleared, wooded &
marsh, see Fig 2
f. Man-made features now on tract warehouse &
concrete fabrication facilities
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the toot land use plan.)
Conservation Transitional
Developed Community
X Rural/services Other
h. How is the tract zoned by local government?
IW
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X 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 eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? no
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities,
sewage treatment plant designed
for 600 person workstaff - effluer
to leaching field
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.) surface
runoff, if any. Developed sit(.
is permeable sand/gravel fill
efficiently absorbs runoff
o. Describe existing drinking water supply source.
Castle Hayne limestone confinec±
aquifer 200'-235' deep
Water System in Place
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
to the affected properties. If the applicant is net
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 Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 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
" 1 nl'll,
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary
• 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.
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 in 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.
Name Doy Ray Rhue (see Fiq 5) 1 certify that I am authorized to grant, and do in fact,
Address Rt 9 Box 517, Beaufort NC 28516grant permission to representatives of state and federal
Phone ( 919) 728-5380 review agencies to enter on the aforementioned lands in
connection with evaluating information related to thi:
Name Maude J. Raeder permit application and follow-up monitoring of the
Address 304 Ocean St. Beaufort NC 2851 Project.
Phone [phone]
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Permit # 210-85, issued 12/10/85
to Morehead City Precast Company
I further certify that the information provided in th;
application is truthful to the best of my knowledge.
This is the day of 19
Eastern Environmental
Print Name F. X. Lavalle
Signature ) - - 6?
Landowner or Authorized Agent
• A check for $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.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I 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
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 i;1 htv
space provided at the bottom of each fo rm.

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. 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 Peet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat Barge
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
slnhilization)
RevLsed 03/95

--TM-LW - MLW
grade grade
400 80 to to
-8MLW -12MLW

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 4500
b. Type of material to be excavated mud, sand &
silt
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards none
2. DISPOSAL OF EXCAVATED
MATERIAL
i
a. Location of disposal area diked spoils area
immediately adjacent, see Figs 2,3,
b. Dimensions of disposal area 14,200 cu yds
capacity, see Figs 2,3,4
c. Do you claim title to disposal area?
X Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? same as 2a, above
?yiyr?1
0CT191V"°`5
Mr'w..rr..rrrrrr • rrrrrrrrrwrr?
Form DCNI-NIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
EXISTING BARGE BASIN BULKHEAD, see Fig 3
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
5. GENERAL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of informarion)
a. How will excavated or fill material be kept on sit.;
and erosion controlled? Dredged material
will be confined within diked
spoils area, see Figs 2,3,4
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
b. What type of construction equipment will be
(for example, dragline, backhoe, or hydrae;.,:
dredge)?
Hydraulic Dredge
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
ALL DREDGED MATERIAL WILL BE PLACED IN
a. Will fill material be brought to site? DIKED SPOILS
Yes No AREA, see
Figs 2,3,4
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
AWHDREDG
gw jest ame Date
Revised 03/95
Att1114i ? 0 t ?? cra rawa Lsaclnnlla~ a+r? t ?•
*aL Lti
? Cara / (r 7` hrra• FurfiN
'? t 1 Lab
Gr asland Yestesvr1 IN 't 45 -` Iranannaabet lala AlNharO
1 T T k 1 u 0 Scranton \ n ) Lfndm 6 Mw Ghwiaw.
ituvrbs II Choepnrw E / ,? R T-e winfdndel `? ?., 264 s ila
Black lsdr
/ p • / ath 6.0 t Shsdosville No
6 . bra
r (- . . Naw Holland
? I+^
den n Sholmor Bsywnri-. ns1 ; ` 45
Goll R
1 xY? I
Swan QuarfM Wµna'k?rY BaY
u l 1tlt r `` t
Core,
Calico VAlmar I l Pa_nvr'~vr, nyr Pamlico Bail. ?; ?VRoseBa , C,
J
on . Cos Crossroad Bonnst6n ?r-- -+. Mrs wwwR Arvjt
19 `' to ) \ +tourt Crask- c ! N. N caanr i. ; rwtr rr.
I -/-, L Soubr
Edward 3 Deal e-
F N iJ Niie?^ ° 4G? Emul Va
? n cat wro \ `? \ y
i ? orate Royal 12 3 ? • \ ?/
I
o' Carton P -
( • - i ?Bwa. >'
f store Mas
• II \. ,v1
R E N (Cash "oil lie
Camay) SVerid era say Fe, arc ova City t1 i? . I • ? Ma14 a Ba a" n 1 2
a Gra^fs6 Baybao Frle i-0
Olympia I Q'o S on wa w
jpscaror rri tato^P A M a L I QJ . / ?+? ?' \ 7 i+o•Flroa
t
Il \? a as C Merritt ton. r?li // ?? p i Pats ° ob Inlet
RjrarB g `I ,'\ j 1 SS t ??w11CO/ Rattan / ??
enton?
?rO f t ?. spahoa Wd &W '
- 1anNm ??--vv \ Savueh In!d
Rivard. < S" River( Lois
CRO&AN Gootn ejich per' p 2
4ANN 4 1 Riryj ! i b Cllt?
yt carre..n? : e+
Lab ' L Y ay '? M
ayswlle N t IONA?. L S 53 * Drew War
B r' de ( 1 Lrrr`e 'yp O - °jlowal - ?/ Stacy ti
10 )RES? FLo? ? L' Ln YLY
EIl(..Simrwr Narlowa Davis NaB i,..t ? Newport a :w1Utan
A SSG:W„
sC
rma jr;'
L A [L
Silrardal N FO EST Qaaa / 3???tr it
1 cc PNabN w, 4 Mors MNbart
1 -,xrS'... a f of 11 ?
W a Park Sip Pine
. ? I
?7 J 58 brr Nark
y` stand
y F-.. Swan a . ear Nh V. M b
reclean 0 each ath A- s»' 0 ?Y yy 4T
'?. (f ---) Rftrald B
Iteler Isis ?••• '??:".a.. „?,,,,b,,t North CaroNrw has a mandatory seat bel
= -.4- ?_ e.a. Inlet CAM 1001101//' which requires all front seat passengers to v C seat belts. The state also has a mandatory e
Br.ra,.'. Inrat restraint law which requires children 3 year
and under to be secured in a child safeq
Sn?tdc? rf' A child age 3 up to age 6 must ride in a
F Nm-Riew Inlet j seat or car seat belt. I
&P.eh A-
est Onslow Buck
OW Ia?A Agar
t 151,41he
O C T 1 9'
awe 77'1]0' 76,00,
NORTH CARO7
owl a4e`16" Map,
1991
Rom eL?irotrtoaa Mop d?•4
'"`erc^.?? ' o Mult EASTERN ENVIRONMENTAL
Acce
34' Mult DAM 8/92 CALEB 1 "=20 mi DRAVN BY4
Mol
Harc TITLE. Location Map
FIGURD 1 AWH-DCP. 892,
f:ra
2
NCSR 1162
e o
Oeo. °
Riparian ooa°°°° ° o,
owner: ° aree?e e
Mr Rhue ° o0 0 00 °°?
°° o oeo°o'o e
V
To NCSR
1161/NC
ti
o° ° o0 0° ° ° : ° I
O O ° O• O J
°
O O ° 0 0 0 O
eo•e• ;; see _ +sy oee • 00
0 0 0 0 o *o
0 ° ^o o°° ° o -
o ° + o.o o e o
+ o e • 0 0
Riparian
oeo 0°0
°° °°° Owner
° o 0 0 .
'° ° ° ° Maude J. Ra
spoils Water Tank ,woodea0 o
° °e
•,e oa Area Qs°e°o•e o
bdcation •O 0 ° ° o
° 1 1 •° e o 0 0
• • o • ° o
Barge Basin Fill Area . Pxig 000.0.*: e
n 000 FM Area
RD Area
oe , oe , so oe ° o'. • o. ° :7.
?°s :°e :•: ::: ° ° °' • :: °°s: .i`i[`?%if
°e :;°°' !•°(.•,e°e Jlr?o a°e _ '• e , •• ? eo ° o• ° •} • •• et '• ••• e•• :£x+?.?L?). >i?+
e° 1 ° •e • o e- e,• e,e • • • e e • • •° •°
i. •e •WOOdOd' eo
e O••,• `'?•• O: OO° Oe°O ° O ° e• • •• •• ••• O°• •• °• : •• 1 9.,•e° X:ii'•r ti$flRl::::}fvM1iti,\;',
:>ia •• s,e ••• a •'e • M a°o a°e e•• ° e• , •• , •• • 0. • .. • •• ° •: •• •,• a, ,•: ?`•: <;:?'£:£t•?.: t{ £r:`:£i?; .0 0
o. o' 0
's0 ee e: 0e .,. a o°o a°e o°e .•. .• ° : ; . •.• • • . . . . . ..?:'•:y::::•y:e•rr::
e • e , o ee ° oe ° •• ° • e o •e• •,s • • • • • .01000ded. • °• • •• •• ° ;x
: y£5?%:°: ::5:<`
see oee eee ees ees a°e o•o •°oos°°• #
':i oe ee oe o0 oe • e •
0e •: :•: ° • •• ° e.;3:#sf`vtij
O0•••?e°: :°: :°: :•: : :
eo o,. 0,e°e a°eoo•o ° ° °O • eo , oe , •• • •• ° •• • •• ° • • •'• •°•x?•`''"`' r.£r
C'r e• oo ee ° oe ° o0 o e e eee o e .° • • •• .• o. •.e, • ?•" {y;
:: o• ee ° oe o • ••• eee o e .•e • • , e. ..• :':'/;'::
o, o°o o°s eoe o e •• • oo, a .
ee 0 oe 0 oe • ee ° ee • ee •e e,e a e,ew ?q? os: e•e • ° e• , •e
0 ee 0 ee • e: • 00 •. •, ?':$ :?}.,:3.•,:^;.;:.t•'!':^.
:: :e a°°°e°°°e°°•s0°: a°s :.' ese OOoONe oe ° oe ° :: • :e se •,e •ee•• ••• •°•:y iy'. ,•:
• e e. O. • • ?fi't+'
°°•o°°•o°°? : :•: e•: ° ° 0' : a se ° eo • :: ° :e es s0e0 e0 •°e •°. a°. •.: •. • e t,:r • ?';.';.'?fz'{:::`::`:
°s a°o e0 o6 0 0o • oo • •• ° 00* 0 °o°°o.o° a°s e•e a°s a•o ' • °• a •e 0 e° • .0 • ('q^y t£:::
e• ° ee °•° °e°°°ee°e s°o a°o °• ee e e e. ° .e ° ee ° 00 •°o e,• e,e .,s°• ,e ...i?:t'i,3::'..t•::5.;5:;:rr'
°e • • e •. , •• • , ,?...•
e o °O eo a oo eo ° ee ° ee 0.7o. ee o a e°e e•s a °
e° o,o oeo e e °
• a°o • o , oe • .• • e• • e• °o• ee• a<•'.'::. ,",• 0.2, tY<:
o e°e
e eO -o eO O OoO : Oe Oe • •O ° e. • ° OeO O,. ••O 0.O O• O •• • .e°•O O°° ° O. iy: t:;.. 'y'i :'rt'?v•';£Si;:~ :
ee ti:'c:£:4£:•r;%}?:ir1??(/?f fn.•??r::?:•::
•e eo 0 o e o°• o°e se, 0 °• a e• , • •• • e• ° e ,e •,
e ° • e • • e a e. ;: 'ttr:..:. %a'.y'?4. T.:%
° ° e e e°• e° • e •0 a >?:.",.:.t: •';':7G.i ;"•2"iL ?N:».
0 : 0 0 00 o. ° se ° e °e O
°e o•a w0o 0de a_ :•oaose o °°• s°e • :•: •° .' ° •• 0 oe • ee ° :: • :: •' :.' ';'>"XKi',.•Y'??``y: .; }''.: F.:..
o e e• e e e `'1? :}?y':?ti`:
O .•O . • ° o000 oe 0. • •° ? s e e°
o O • o e o. • e • ° e • ° o, a see a .•,',%'%:•: ;:`s'<' y. tM?:Ktt.;
e e o ° e ° e o o0e O o0• O
O 0 0 0 0 e • e O e S. e e •• O O O• •SSI:Sy Jy''4SS i.
O° O O° O • 0 , 0 0 •i: ° e O O O O • ? •: ?p rxi:
0 o e0 o e o o e e e e rr 0-0
:2:n::. •'•:'r'•y •;•..:::
e e e ... • o. e e a 1fl1000e0 a e
o s o 0 0 0 0 0 o e e .. . e : •.;d?F:.,y': •:•., •?:'t„:::::
e o°. o° o o° o D .0 , s e :; e e• ° e e ::r`:::;:1::::: 0• e, o e, we a •. o .£t
e • • ° o o ° o o ° e o a • e e :: a e ° e ££:?;::::%>. • e • , e . , • 0
0 o0
;!:. YI ::. e o
0 0 e .;:;<•>:?? e e e e e e • e• ° e e •• f::o? KK•t t:?.^.•.::'
• o o 0 0 0 0 0 D 00'o a•. •• ::•?<•,::?• °,: e, e •• e e e e o e ° e o° e e° t: • `!?'• •' °.•``;%k; #%%34ts:;:
e 0 1V ::'' e e e e o• e y t?i?`Yt ,•....t..;
e o o° ° o eee e° e o 0 o e o •• :'x?c'`•£:;•''. r: :y:.5y.;::;yy t.
o !: • s • o +S
o. o
o•eo o Woodef, , • o o :.<; ..•Sy.;:.::. e , e o , e , • ° e • ° o • ° • e e • ?•: : r 9 ?f:.£:y.
o • e '+K'•+ e e e • 4
o °O o ee ° ee ° ee ° a fx• • s o ; •. ,"ss:i: t t
e o °e: • 0. 0 0 . 0.'? :::ii i[i • : e : • <%iJt:..::,c::k `?k.y%t
e O e o • • o a o e a ::: :'?
eoe , e • , e o • o ?',. a e' M1..',.,•,... :::t:::??t;t;?>;.:
?j
i' o o • 0 0 0 0 >? a ;:y;>,.::.i;
e e •
? OO ?1!1iiYi/'ttoy::<ao? ..
0
e e
o •
e
e
o e o
'e°O 1 • O
??yvyii'.? :::
O° O OO O
•
:or oa e
. • 00 00 0 00 ° 'itR• O° ??i li.:, r..:1.? .7 ?-•1
e e . e _
o
T
Wetlands
C
q
Inlet Discharge of
Dredged Material
to Spoils Area
W
U
O
U
Q
MLW LINE
Filter Frabric
Fence to Prevent
Sediment From
Entering IAVWU i
3
Ij WEIR PIPE TO CHANNEL TO BE
i
' BLOCKED TO PREVENT FLOW
INTO THE WATERWAY
EXISTING SPOILS AREA
-- ------------------ ------ 14.200 yd CAPACITY;
o_o~ 4500 yd TO BE DREDC
50' SLOPE FROM -7 MLW
TO -12 MLW
17 ® -
STEEL 'SHEET
P?CE?
+/- 100'
0
A
J00'
PLAN VIEW
SCALE 1"=100
K
T OVERFLOW DISCHARGE I
0
130'
BO' 1

STEEL SHEET PILE DIKE (TYP.)
overflow
RIP-RAP ;24 ?ntake @
IY000 FENDER PIL£ 1 +6' MLW
ROD R MLW ` "overfIow discharge
EXISTING
SHEET PILE
ANCHOR WALL BO'
f--- 51 '
2 1/2
TYPICAL SECTION A
t ; SCALES
HORIZ 1"=50'; VERT 1"=20'
J.1a r ?
-f 13 ML W
+2 MLW (A/HW)
ML W
-7 MLW
er.r........r....«rwrr?.r?r...r
K
,,t .2
B MLW LIVE -
bottom before dredge
.m t ?r i ?1 t
bottom after dredge
-12' HLW
4- ICWw - ) 1 G 170'+/- - 5 0' 44 --- 175' ---?•I
c , 7 ? mt, r 77
OCT1
TYPICAL SECTION 4
SC %LES
HORIZ 1"=100'; VERT 1"=20'
land surf
sheet steel &
wood pile wall
-7' 'fLW
FIGURE 4: modified 9/95
by EASTERN EWIRONMENTAL
RAYBON ENGINEERING
Dale: 2/95 Scule: Shown Diuwn by: U
Title: AW11 Dredging Proposal
Figure: AWHDREDG Job # 1059

PLAN VIEW
SCALE C=100
SOUNDINGS IN FEET BELOW MLW
)II
AWH BARGE BASIN IS SITUATED ON TRACT 17
RIPARIAN PROPERTY OWNERS ARE:
(1) TRACT "SEE INSERT B",
Doy Ray Rhue
Rt. 1., Box 517
Beaufort, NC 28516
•--? (2) TRACT 20781
Maude Raeder
304 Ocean St.
Beaufort, NC 28516
? C
O ?
.? O
iis2
S
s
m
a
II = 200 1
3
00
N ,Co
z=
.o ?
Q

i

14
16
51.56AC.
R
18
15
5&77AC.
V ot6
1162
2.0781
17
55 Ac.

0
0q? ?OQO
2
_ II
SEE BE.
GR?? (4) 11-105
SEE BE-108
g 0) 1 _
12 13 14
80.2 AC. 1109AC.
9 4AC t . 9 AC I
_ 3e 1
to
s
19AC t Figure 5 Riparian Ownership
EASTERN ENVIRONMENTAL
' DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: AWH CORP/HOPEMAN BROS. INC.
2. LOCATION OF PROJECT SITE: approx. 5 miles north of Beaufort on NCSR 1242, adjacent to the
AIWW (Core Creek), Carteret County
Photo Index - 1989: 141-11 0-7 1984: 41-1411 K-2
State Plane Coordinates - X: 2695200 Y: 392500
fZCCCIVE=D
3. INVESTIGATION TYPE: CAMA & DREDGE & FILL
NOV 2 1 1995
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 27, 1995 LNVAONMFNTALsciF:NCFS
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - October 19, 1995
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural
(B) AEC(s) Involved: Estuarine Waters, Public Trust Areas, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Package Treatment Plant
Planned - none
(F) Type of Structures: Existing - Several buildings used in the past for manufacturing and
storage of steel and concrete products
Planned - None
(G) Estimated Annual Rate of Erosion: 0' in the boat basin
Source - Personal observation, bulkheaded
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
none
(B) Non-Vegetated Wetlands 32,000 ftz
Shallow Bottom
(C) Other 30, 800 ftz
High Ground Disposal
(D) Total Area Disturbed: 62,800 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: yes
8. PROJECT SUMMARY: The applicant proposes to maintenance excavate an existing barge basin to
the original depth of a minus 12' deep at Mean Low Water.
r
FIELD INVESTIGATION REPORT:
AWH CORP/HOPEMAN BROS INC./CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: The applicants's property is an approx. 55 acre tract
of land located approx. 5 miles north of the Beaufort adjacent NCSR 1242 and the
Atlantic Intracoastal Waterway (AIWW), in Carteret County. The property has
historically been used in the manufacture and shipment of steel and concrete products
by the various owners and tenants but is not in use at the present time. The site is
secured by fences and is posted so persons wishing to visit the site should contact Mr.
F.X. Lavalle, Project Manager, with Eastern Environmental at telephone #919-637-
7884 to gain access to the project site. Several buildings and associated parking areas
are located on the property which have been used in the manufacture and shipment of
product from the facility. The remainder of the property consists of woodlands and
wetlands. In 1971, General Steel, received Dredge and Fill Permit #414 which
authorized the excavation of a barge slip into the property. The barge slip measures
approximately 400' long x 80' wide and was excavated to a depth of -12' mean low
water (MLW) deep. The basin has been maintained several times over the years by the
various owners with the most recent work being authorized by CAMA Permit 210-85
issued to Morehead City Precast Company. The banks of the slip have been stabilized
on the north side by concrete riprap and along the head of the basin and on the south
side by vertical sheet pile material. Waters at the project site have been classified as
SA by the Division of Environmental Management and are open to the harvesting of
shellfish.
The barge slip has shoaled in to an average depth of between -4' to - 8' deep at MLW
and the new owner wishes to maintenance excavate the slip to its original permitted
depth of -12' at MLW. The excavation is proposed to be accomplished by hydraulic
dredge with the primarily sand and silt material being pumped to an existing dike
disposal area which is immediately adjacent to the basin.
10. ANTICIPATED IMPACTS: The project as proposed will result in the maintenance
excavation of approx. 32,000 ft.2 of boat basin bottom with approx. 4,500 yds.' of
sandy/silt material being removed. The excavation is proposed to be accomplished by
the use of a hydraulic dredge with the spoils being pumped to an existing dike disposal
area immediately adjacent to the basin. The effluent discharge pipe would be placed
near the head of the basin and filter fabric or silt screen would be used at the mouth of
the basin to help reduce the amount of turbidity associated with the dredging operation.
The spoil disposal area has a capacity in excess of 14,000 yds.' No other land
disturbing activities are planned at the site at the present time except that the spoil
dikes may have to be reinforced or strengthen by use of a bulldozer or other piece of
equipment. This would not increase the overall dimension of the dike since all work
would occur inside the existing dikes. The expected repairs, however, should not
significantly alter the volume available within the dike.
PREPARED BY: Charles O. Pigott
DATE: November 1, 1995
, Form DCht-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
5 miles north of Beaufort NC
1. APPLICANT
a. Landowner:
Name AWH Corp/Hopeman Bros Inc
Address 119 Brookstone Ave
City Winston-Salem
State NC
Zip 27101 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Eastern Environmental
Address PO Box 1051
c. Street address or secondary road number
SR 1162, Steel Tank Road
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) AIWW Core Creek
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.
Maintenance dredge barge basin
to restore original depth
City Bridgeton State NC
Zip 28519 Day Phone [phone]
Fax [phone]
c. Project name (if any) AWHDREDG
NOTE: Permit wiU be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret 01F P. i t " '
0 C 'T 1 1r??
Revised 03195
J t?
b. Is the proposed activity maintenance of an existing
project, new work, or both? Maintenance
c. Will the project be for public, private or commercial
use? Commercial use to service Publi,
Project
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. 7' -12 ' deep barge basin
w/ steel/wood pile walls, oric{
built 1965 & last dredged 1985.
Used to barge concrete elememts
manuf on site to public roadway/
bridge construction sites. Next
project is new bridge to span
Neuse River between New Bern &
Bridgeton NC; US Highway 70

Form DCNI-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 165 acres, see Fig 2
b. Size of individual lot(s) 55 acres, see Fig 5
c. Approximate elevation of tract above MHW or
NWL 5'
d. Soil type(s) and texture(s) of tract
sandy loam, sand & gravel fill
e. Vegetation on tract cleared, wooded &
marsh, see Fig 2
f. Man-made features now on tract warehouse &
concrete fabrication facilities
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X Rural/services Other
h. How is the tract zoned by local government?
IW
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X 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 eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? no
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
sewage treatment plant designed
for 600 person workstaff - effluen
to leaching field
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.) surface
runoff, if any. Developed si-Le
is permeable sand/gravel fill that
efficiently absorbs runoff
o. Describe existing drinking water supply source.
Castle Hayne limestone confined
aquifer 2001-235' deep
Water System in Place
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected 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 Commission Rule 7.1.0203 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
TI I ( I MI
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses or 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.
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 in 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.
Name Doy Ray Rhue (see Fig 5) I certify that I am authorized to grant, and do in fact,
Address Rt , Box 517, Beaufort NC 28516grant permission to representatives of state and federal
Phone [phone] review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name Maude J. Raeder permit application and follow-up monitoring of the
Address 304 Ocean St. Beaufort, NC 2851 Project.
Phone _ [phone]
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Permit # 210-85, issued 12/10/85
to Morehead City Precast Company
• A check for $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.
• 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 03195
I further certify that the information provided in this;
application is truthful to the best of my knowledge.
This is the day of 19 e-7 If;,
Eastern Environmental
Print Name F. X. Lavalle
Signature
Landowner or Authorized Agent
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 form.
i1
QCT
--rte l?J ? ? ' d
Form DCM-N[P-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. 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 feet.
Average Final
Emoting Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat Barge
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03/95

-4MLW - MLW
grade grade
400 80 to to
-SMLw -12MLW

?,{?tgr,:y;'
;
•
??•
?
?
` haw r?:`?
,
4
.
.
,
?

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 4500
b. Type of material to be excavated mud, sand &
silt
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards none
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area diked spoils area
immediately adjacent, see Figs 2,3,
b. Dimensions of disposal area 14, 200 cu yds
capacity, see Figs 2,3,4
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? same as 2a, above
OCT 1 9 V' 5
?'?'?+?w.r.r• rrrrrrr rrwwwrM
Form DCNt-INIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
EXISTING BARGE BASIN BULKHEAD, see Fig 3
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
a. How will excavated or fill material be kept on site.
and erosion controlled? Dredged material.
will be confined within diked
spoils area, see Figs 2,3,4
f. Type of bulkhead or ripiap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
b. What type of construction equipment will be use(]
(for example, dragline, backhoe, or hydraulic
dredge)?
Hydraulic Dredge
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
ALL DREDGED MATERIAL WILL BE PLACED IN
a. Will fill material be brought to site? DIKED SPOILS
Yes No AREA, see
Figs 2,3,4
AWHDREDG
AppG r inject ame
ignature
AF?
Date
Revised 03/95
#?l 111111E ?- •Y Tal LerrCh - - °, t
a *C tle Cela 1 (? In"°?aa?furliN LaAr
U `? t ?1ttjtM 9 2 y t t (Melhar
-? YeMtsnl Mhe,*wR'--'t ?? lonarnas6wt
Gr a land yg - . - ?/S Un?d'T
h.
' raft
T T, inr m J e o \ ` ;- Scranton r 6 Mwdletoww
J ?2
Chocerainity,
Itererlle 1 Black Jack. E gRath T`
D . Pam( `mil iOit a'te' t` r Sladurdle Now Holland ` 1rn,a
J n
den II Shelmerd?w "a A Swan Ouarlot Gull Rock/ Wul Sal,
Core, Few r I
Calico D H I l / Pornvr, Pamlico 211 ?_Roee,Q?? i ? _ ?--
' wtlmer ,
Bonne-J Mrs ei7aarr ? `???
on t9 %. , 43 l0 11 - \ #1a nt CwaeN- r SautK_? ` \ - - - catwn.: iw n.
?? 11 orlart?' \ _ '? O
t ? Edward Creek IJr•+••w.
55 Wanceboro ?'\ b
i wars. Royal 12
F ell 1 3r H 40'
Ems. Carton J!"'.
ADeaic \8?, \ w.?
t Slim
It ?' ? Malynlle y ? \___-VJ / ? f
R ' E N 11 (Cash Comer) isndemere e.w n ` N. eec eve City Asper t v Moll 1 Ba '\ P4 ?\ 2
1 / \ Oascok
man/s Boyboro Ace
scarors t Olym to t ?o is e $ on wa /' ??i T b6rllNOa
?` ri lotanP A M L I ronaernr"
*I (laea Clh(? - klertilt ??{?? r) Pats the oAr Inlet
ivr6 6 r l ?\ l D S 6 ""'/ Rattan /
_ i + aerie r? ?? q[Jla)/ saw
O y Q? spahoe - West Bar
E? ;5 z\ . < ` ?I swa•e/wwt
lan«ro •/
Riverda \ ^ \ '$f nnesott S?th RiYMI 2 Lois
1 CROArTAN Croats" Wit
IANN.?'=4 11 ^? !
Coal I
Lakr L ?3' t7rrw MM
,G%+rl?x s' f ayswue N ION y s J
B ' de 1 Littf. 'rye - 4' Stan
)REST CL_ki? YSY O? -
to
? J'
t L - Marlowe
Etl..Srmrw \ basis -
R? - ><i l ,w• . Newport . NMIyDtall.
L W nnsC A I R :.. l sln:ma ,I?Q
Ca Silverdale el a FO EST U Pd gbh it j
bdMberi .
1 P y. Pelatier `x?•7- J' 4 e' a (G Uses
Midws Park , ,,;.Pine i -stag
'
50001 Mark
y ?+ = S.eniBeroi. _-- '_ m' W rid
S. troll an1 11 - ??? Biaeh ?" 9,b4? e
elh Jle?e•i Arv St. Ph
i; ' ^ ?r Isla son [ ?. A.- North Carolina has a mandatory seat be
4; hapae Mlot
CAM 1001ca/r which requires all front seat passengers to (
n seat belts. The state also has a mandatory c
e.na,.. toter T restraint law which requires children 3 year
1 and under to be secured in a child safet.q
A child age 3 up to age 6 must ride in a
Sntpltsc
ier Nea• RAW rnrer seat or car seat belt.
LOnslow Beall
ftl A-
war C T 1 9 ic'j:J
1? _ JJjLj
76,00,
A' 77•!10' .,a..«, -
i_
NORTH CAIRO:
o Maf s
IF-
1991
Rooat G?losr/lrmJlowa Mop dy"`i'/a
Interchange "A«; Mult EASTERN ENVIRONMENTAL
34- Mult DATE' 8/92 CALD 1 "=20 mi DRAW DYi
ul
Harc TITLE! • Location Map
_ FIGURE! 1 AWH-DCP. 892
2
To NCSR
NCSR 1162 11611NC
o eOeoo 00 0 eo
e e
Riparian °°ee a 00
owner :
0
Mr Rhue o ee °o • e l
o°
o ° ° ° I
°o° o0 0
00 O°^ OJ
e Po ° o 0 0 0
00
p o 0 0 0
.? - ° e .: ? +o oeo°o 00
e p '; o.o o0oeo
+o 00
_.. _..; + o Riparian
p o 0 0 0
00
Owner
spoils Water7ank + "Woode?° e Maude J. Ra
° e o p
°°° Area 'ge°e°e.e
e.o ° 1 •o p o°e 0
• • 0 0 • o
FBI
Barge Basin Area ¦ Mixing
•
Plant Fill Area e • ° e• o e
0 Go' • •-
° • °e o o°
••O e•O O Fill Area . .-. e•e` C• ,. 0 000
0. 0 e•+O
V •°O OO°OeO ?0e0.O'.?, e O •• °•°°Oep•00••000• 1 i °• ••
• fYv` vl Yf.V {.Y
e O• • • • O : p •• • ° •r' ::h :ti `?tff
•°• Woodedl• e•O e C O •• O O oe •O :,..*0*..* •
• e - e • e • • 4`} a
Ql •• • eo oe e° •pa eee • o°° e a°• e•e • o•.• e e• a e• e• • e• l• •p
•e• • •,.:::.::h'•'r+•3:•{.?"io:?:5:£
t • e `•• e ee??p 0 ee oo a e• a o• ° ee • e• •• •e• s0• •e009.0 •e••• • i •O •t'<.:?'{?"3Ni2}f::4.a?k::
'i ti: •:.?.??:£5;;;:'? }.
+ see see •ee oee 6?o o 0.0.- 0 0 o e • •
0 00 p •• •• •• .0.
es GO °e°°• •°• ••? ?• ••,ti1Y:;`•gf:::,•
oe p •°e • ae °e o
• ° O°O a a oe a •• •°e• ° ••• • •• •••°•°•
e : pee o s e • eee°• a°• •e •• ••-e.•0 • • 0e0•0a 0e• •a •• °•• ?r•r•• °e• r:: r`"'f''?'^:a£#•,,;::.,;x;:
Y:''??>e e o o• e a ?e O 0 •O O• • •• • • e° • ••• •e O • p •.:`.::::, fn3;}v^f:f; ::
GO ee u oe °°•eoo •°o°? eo ° ee °°e? • ee °°oe°o°•ee •••e •• •°e •°• •e ° • o° •• • •e ••
• ° ee eo oe°O.e°OO° o°s o°o •°e •• a°e o°e • • °° i •e a o• a 000 e? Os• °•°•••e :''???•?.3r#'•'`o}• Y.?$''. %'?.
:i::!:if: eeo e00 OOO ° O °O o YO 00 O 00 O •e a 00 ° 00 O O° •p•• 00••e0 0••• O eO•.OOp e•p • •° p e•
:'++++ • OO • 00 ° 0• OO e° p •? °O° 000 O O O O°O °0° • •e ••0• • 'o. •• .,Y,}....v
°O O•e O.O O O ° O •• O 00 O 00 • 00 .*0:.
° pO a • O •°• Oe O e e•e ° • • Zf••
fr ee O• • O O O -V ,o? O p •• •• •°O o0 e O
C Y ° O• °OO OO •O OO OO°e• O ° • O • O • • •• •O• °OO •• ••
o° °ee 0°0 0°o a•ee°e a°o e• ° a srY000Cti: oo ° oe a°GO
° • oo ° o? ° oe o°••••eOe°°:. ::; e+tik }. ':'r'•Y;<:
::::...Y;:;,.' e•a a ee a ee eo oe a o°o a oo ° oe ° o• a GO': GO GO eo°oeo 0 o GO ae
°o a°• ••, a '::Q:f. Lr<:>:r:::'fh: YC'.
°°oo 0e :0 O0, .3 e• o°o a°o o°e o• • u ee a -.'.o a •• • •• •
ae *>,g S'
Ya a 00 °e 0
O O O p O O\:'
O O 00 •e
e 00 e• :}}itf }.}.F.fi% ?}•<''i?t•.+
:?f00 p0 Oe0-0 00 00 Oee ° O°O .i. p -. O 00 ° : O• Y 00 Y O e • 00O ° O• • .?
•O •O •00 •
F....
p O e O • O 5''+?`.'+:4r: :,'$: +.i
:O •°•O° 000 O O° °O .0 O.O 00? • Y O S 00o OO e• ° OO •°p • 00e• e ••°rrf: ••••• ° .R.Va ??•%i}f.
;ff +':? :;; e 0 0 e O O O GO • 0 0 ° OO O • °0 0
0 0 • O Y O e e e O • ^: ° O O O OO O O•
'`'1?"" • e o 0 0 o e s• o• e• • e ° e e o e e e ,y M} .... :
is^; b F<£.<Ga• A,4?
00G.- a ° e• ° e o • o° e a e o s o• •e ee p O e••O eOO• • o• ° o • o
o e o° • s e o e e '.00 • e•
e° ????qq ° p o o e o 0 0 • o o e ° o o° e o o° o o• e ° :;C •+.:•,?:.i;c''t<w`.li;Zi¢>y,?`,3.;o;}<};f: i
p tY00E0C? o o°° o a° o • '%: o e o e e e ° o o• ° e • e e .:.;c;..;; ::}.., :..: L•.,..: r.........
0 0 0 0 0 0 0 0 o e O° e o oe e o e • ::>:.::>:..:.;;:>:. ':3}}:•
0 0 • e o o :iY:?'''
+e 00
00 o s o GO-G. . ..
e
O O O O O • O• O A:: r ..ti.
O O O O O 0-.0 p 0 0 O ,F/. :•,. {:•: R,.+•.
K:v:?;. O o e 0 0 0 OO e 06
0 0 0 ° 0 0 • • p• a O° O • p ? • °
0 O O O O O O • e O ?: ' O 0 0 O O° • O •.,: k••. '.}}}}k %.v:: ;.}
p o 0 o eW00000 e , ::••:•:: r:}}:Sx,,,:}:
0 GO GO ° • .'• • • s ....;ifi' e ° o • e e
• p oe oe o e o e e°e :<:•:••x,f •3::.:.h
p o o° o e o e Oo ° :;•.•. o o e •
t[[ .;.r:
0 0 ° • e e • ° s e :Y;;::ff.`;:Y;:f::rf • • • ° ° e • e • ;a. •': :if'?:
fi)
e O O O• e i O O O • • wr •?]:
O O •• O
O O
O O O O
O
0
ur ,e e ° e s °oe o • o• e e e° .::2it;::: o •°O e o° ":;i.*?'o e e ° s• e• ° e e• £'cQ:. ¢S.',.•
(ti$;:'i;i p o e o o e e e o o e 0.7. e e• oe o ::}•.,?„•.`:Rf:.. at `+.
e o• •. •
0 0 o r}
e o e o 0 0 ° e e o 0 o e •• <; . •:K•`..).:: :
? }}••
0 o e ° e o ??/ • e • o °•}::,::::.. o e• ° e 000, e
0 o <,.a •i:
e ?( • e
GO
`?y, o e e o YIIOOdO o• o e > ?i • • e o e o•°
e • ; :;; '+::•
e e . . :...;. e e e e • . .:..<:. .:o ,n.Y,.
o °o ae e eo e e o 0e o e ° o° ° e e e e° e a .:..,ii>s,#° •.•fa:wf:
o e o p o 6o o ;:;.;Y...;:Y.. ;. e o e e • .• pi'•i:>:f':.}.c
e p 00 O O {;.,p a • f.e 00`: O• v::}.....Y......;.r...:
v::v
ee Oe:
p OO • e
O
O?
•
O O
O O• O O
e ??(W?/, :;C}}:: }Yf:}n:ti ?i}K{•Y;XJ[Nt111S ••
00 O p e
• ::'iii:.`:i... .: i:.a..: t •:.c::.. i.?y..:.f.•:: }vC,
0 0 0 GO
0 0 o p p o o GO
0 0
0
o •
0
O •• 00 O
O
e •
O O *o • 00
ee a ?oRd,
o o -0 .1
0e
°eo a o° o a o° o o• :?+: < • o
111
p e e e e p e e o w1 '.
eo i. UU
o GO
::>:::.... G l .?
rl•rerrvrrrir r r w ... r,0,o.lwi,1 r r i.wiM?Yrjl
wr ? DATE' EASTERN ENVIRONMENTAL
Wetlands 8/92 ?D 1"A.,5001 ?
TITS Site Map
A
Inlet Discharge of
Dredged Material
to Spoils Area
W
O
U
Q
MLW LINE
Filter Frabric
Fence to Prevent
Sediment From
Entering IAWW
3
tn?tVl- v
WEIR PIPE TO CHANNEL TO BE
BLOCKED TO PREVENT FLOW
---INTO-THE-WATERWAY-----\
EXISTING JPOILS AREA
'_ -------------------- 14.200 5d CAPACITY;
4500 yd TO BE DREDGED
K
OVERFLOW DISCHARGE I
',?v .awrL rnvm -i mLrre
TO - 12 ML W
17 ® -
STEED SHEET
+/- 100'
Q
' A
' .300'
PLAN VIEW
SCALE I"=100
STEEL SHEET PILE
RIP-RAP-,,
IY000 FENDER PILE
,a
1301
BO' I
51'
DIKE (TYP.)
overflow
intake @
+B' MLW
ANCH
MLW ` 24"°vc
EXISTING
SHEET PILE
ANCHOR WALL
?--- 51 '
80'
2 1/2
?? TYPICAL SECTIOA
?,,.Lr?.ro.1. Ne .. ? y n SCALES
iWS, •?r HORIZ 1"=50': VERT 1"=20'
I
OCT J'
_f 13 MLW
+2 MLW (MIIW)
ML W
-7 MLW
,,?wrrrrw?rrrr u «wa.M W W Y?YMKMA77?
1
3 '
EXISTING SPOILS AREA
14,200 Nd CAPACITY;
!-2 4500 yd TO BE DREDGED
°°o 0
OO°o°o°o°e°o a
°OO°o°o°e;' °n cue
t2 °°°a
B MLW LINE ° ?tq?bo°
°'°000000oo°°?d?
0 0 0 0 0 0 0
1'l 3 17.1 0 3 ° 000000000::000
5.6 0 000?oo°0°
rQ 12 . o 0 00°0° °o°0 0
`l 12 •6 12.8 4 ° O°00000o0000°00
000°0
3 11.3 6 4.0
1L $ 2.3 5.A 3
lp p g•2 4 i A p 2.2
Q g.Z '3 •g 9
13.0 S7Ff4 HEFT 0 3p Q0 !JO'
S 9
2 P/4 E 2
+/- 100'
3 O
51'
.300'
PLAN VIEW
SCALE 1"=100
SOUNDINGS IN FEET BELOW MLW
land surf
MLW ,sheet steel &
bottom before dredge wood pile wall
LQ ne dredg d
6/t 1a]. bottom after dredge -7' MLW
-12' MLW
?-- ICkh 1.1 G 170'+/- 00' +---- 175 --?-I
r-- TYPICAL SECTION 14 FIGURE 4: modified 9/95
by EASTERN ENVIRONMENTAL
SCALES
HORIZ 1"=100'; VERT 1"=20' RAYDON ENGINEERING
OL i r? I
Dale: 2/95 Scale: Shown Drawn By: Ci-
] lille; AWH Dredging Proposal
'" Wl :i Figure: AWHDREDG Job # 1059
)'I
AWH BARGE BASIN IS SITUATED ON TRACT 17
RIPARIAN PROPERTY OWNERS ARE:
(1) TRACT "SEE INSERT B",
Doy Ray Rhue
Rt. 1., Box 517
Beaufort, NC 28516
--J (2) TRACT 20781 $Er_NSER
Maude Raeder B
304 Ocean St.
Beaufort, NC 28516
a
r c
0
0
1162
zo,
t
s
m
u 200
3
--j
00
i ?
Q'
19
18

1162
20781
17
55 Ac.
16
51.56AC.
klo
2
P?
?O
11-
SEE BE-
15
5&77AC.
(4) it-10a
_ SEE BE-108
(2) 12 13
60.2 AC. 19L09AC.
9 4A tC
10
s
V-, 19AC ! Figure 5 Riparian Ownership
EASTERN ENVIRONMENTAL
14 e
.9AC lr
38 I I
.. IC "1 I
A
DEPARTMENT OF THE ARMY ?WILMINGTON DISTRICT, CORPS OF ENGINEERS 5W
P.O. BOX 1890 . m,,.....Y
WILMINGTON, NORTH CAROLINA 28402-1890 -w-
REPLY TO November 28, 1995
ATTENTION OF
Regulatory Branch
Action ID No. 199600484
199311
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 AWH Corporation/Hopeman Brothers, Inc.
for Department of the Army authorization and a State Water Quality
Certification to excavate approximately 32,000 square feet of material from
non-vegetated shallow bottom waters for the maintenance of a barge basin to
minus 12 feet deep in Core Creek, on the Atlantic Intracoastal Waterway, on
SR 1242, approximately 5 miles north of Beaufort, in 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 January 29, 1996, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
a e Wri
?6ie , Regulatory Branch
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
Printed on 0 Recycled Paper
I ,
DIVISION OF COASTAL MANAGE;
FIELD INVESTIGATION REPORT
1• APPLICANT'S NAME: AWH CORP/HOPEMAN BROS. INC.
INVESTIGATION TYPE: LAMA & DREDGE & FILL
2. LOCATION OF PROJECT SITE: approx. 5 miles north of Beaufort on NCSR 1242, adjacent to d
AIWW (Core Creek), Carteret County
Photo Index - 1989: 141-11 0-7 1984: 41-1411 K-2
State Plane Coordinates - X: 2695200 Y: 392500
3
4•
5.
6.
7.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 27, 1995
Was Applicant Present - No
PROCESSING PROCEDURE: Application Received - October 19, 1995
Office - Morehead C'
. , ,%0 W"S
RECE[vEo

QFUUTOW 8,R;4 ii
SITE DESCRIPTION: ity
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural
(B) AEC(s) Involved: Estuarine Waters, Public Trust Arras, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Package Treatment Plant
Planned - none
(F) Type of Structures: Existing - Several buildings used in the past for manufacturing and
storage of steel and concrete products
Planned -None
(G) Estimated Annual Rate of Erosion: 0' in the boat basin
Source - Personal observation, bulkheaded
HABITAT DESCRIPTION:
(A) Vegetated Wetlands
none
(B) Non-Vegetated Wetlands
Shallow Bottom
(C) Other
High Ground Disposal
32,000 ft2
[AREA]
130,800 ft2
(D) Total Area Disturbed: 62,800 ft2
(E) Primary Nursery Area.. No
(IF) Water Classification: SA Open: yes
8. PROJECT SUMMARY: The applicant proposes to maintenance excavate an existing barge basin to
the original depth of a minus 12' deep at Mean Low Water.
FIELD INVESTIGATION REPORT:
AWH CORP/HOPEMAN BROS INC./CARTERE'T COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: The applicants's property is an approx. 55 acre tract
of land located approx. 5 miles north of the Beaufort adjacent NCSR 1242 and the
Atlantic Intracoastal Waterway (AIWW), in Carteret County. The property has
historically been used in the manufacture and shipment of steel and concrete products
by the various owners and tenants but is not in use at the present time. The site is
secured by fences and is posted so persons wishing to visit the site should contact Mr.
F.X. Lavalle, Project Manager, with Eastern Environmental at telephone #919-637-
7884 to gain access to the project site. Several buildings and associated parking areas
are located on the property which have been used in the manufacture and shipment of
product from the facility. The remainder of the property consists of woodlands and
wetlands. In 1971, General Steel, received Dredge and Fill Permit #414 which
authorized the excavation of a barge slip into the property. The barge slip measures
approximately 400' long x 80' wide and was excavated to a depth of -12' mean low
water (MLW) deep. The basin has been maintained several times over the years by the
various owners with the most recent work being authorized by CAMA Permit 210-85
issued to Morehead City Precast Company. The banks of the slip have been stabilized
on the north side by concrete riprap and along the head of the basin and on the south
side by vertical sheet pile material. Waters at the project site have been classified as
SA by the Division of Environmental Management and are open to the harvesting of
shellfish.
The barge slip has shoaled in to an average depth of between -4' to - 8' deep at MLW
and the new owner wishes to maintenance excavate the slip to its original permitted
depth of -12' at MLW. The excavation is proposed to be accomplished by hydraulic
dredge with the primarily sand and silt material being pumped to an existing dike
disposal area which is immediately adjacent to the basin.
10. ANTICIPATED IMPACTS: The project as proposed will result in the maintenance
excavation of approx. 32,000 ft.Z of boat basin bottom with approx. 4,500 yds.' of
sandy/silt material being removed. The excavation is proposed to be accomplished by
the use of a hydraulic dredge with the spoils being pumped to an existing dike disposal
area immediately adjacent to the basin. The effluent discharge pipe would be placed
near the head of the basin and filter fabric or silt screen would be used at the mouth of
the basin to help reduce the amount of turbidity associated with the dredging operation.
The spoil disposal area has a capacity in excess of 14,000 y(13.3 No other land
disturbing activities are planned at the site at the present time except that the spoil
dikes may have to be reinforced or strengthen by use of a bulldozer or other piece of
equipment. This would not increase the overall dimension of the dike since all work
would occur inside the existing dikes. The expected repairs, however, should not
significantly alter the volume available within the dike.
PREPARED BY: Charles O. Pigott
DATE: November 1, 1995

APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name AWH Corp/Hopeman Bros Inc
Address 119 Brookstone Ave
City Winston-Salem State NC
Zip 27101 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Eastern Environmental
Address PO Box 1051
City Bridgeton State NC
Zip 28519 Day Phone [phone]
Fax [phone]
c. Project name (if any) AWHDREDG
NOTE. Pernit will be issued in inure of kndowner(s), and/or
project nurse.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
Revised 03/95
11 It I- I U? 7f i if t
OCT 1 9 1U%
b. City, town, community or landmark
5 miles north of Beaufort NC
c. Street address or secondary road number
SR 1162, Steel Tank Road
d. Is proposed work within city limits or pla
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g.
creek, sound, bay) AIWW Core Creek
3. DESCRIPTION AND PLANNED U:
OF PROPOSED PROJECT
a. List all development activities you propose
building a home, motel, marina, bulkhead, ptei
excavation and/or filling activities. -
Maintenance dredge barcTe• bash
to restore original depth-
b. Is the proposed activity maintenance of an ex
project, new work, or both? Maintenandi
c. Will the project be for public, private or comma
use? Commercial use to service.]
Pr(
d. Give a brief description of purpose, use,meihc
construction and daily operations of prq
project. If more space is needed, pteaser S
additional pages. 7'-12' deep bargeM
w/ steel/wood pile`wallsttort
built 1965 b last dredged".19
Used to barge concrete elemeiW
manuf on site to public roadvi
bridge construction sites:' N4
project is new bridge to span
Neuse River between Nev Bern J
Bridgeton NC; US Highway 70
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 165 acres, see Fig 2
b. Size of individual lot(s) 55 acres, see Fig 5
c. Approximate elevation of tract above MHW or
NWL 5'
d. Soil type(s) and texture(s) of tract
sandy loam, sand & gravel fill
e. Vegetation on tract cleared, wooded &
marsh, see Fia 2
f. Man-made features now on tract warehouse &
concrete fabrication facilities
g. What is the CAMA Land Use Plan land
classification of the site? (Co.sslt the local land use plan.)
Conservation Transitional
Developed Community
X Rural/services Other
h. How is the tract zoned by local government?
Iw
m. Describe existing wastewater treatment faci.
sewage treatment plant'desic
for 600 person workstaff - E
to leaching field
n. Describe location and type of discharges tc
of the state. (For example, surface runoff,
wastewater, industrial/commercial effluent,
down' and residential discharges.) surf ac
runoff, if any. Developed
is permeable sand/gravel fi:
efficiently absorbs runo
o. Describe existing drinking water supply sou
Castle Hayne limestone confj
aquifer 2001-235' deep
water System in Place
5. ADDITIONAL INFORMATION
In addition to the completed application fox
following items must be submitted:
• A copy or the deed (with state application <
other instrument under which the applicant clai
to the affected properties. If the applicant
claiming to be the owner of said propert
forward a copy of the deed or other instrumet
which the owner claims title, plus written per
from the owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance cerditcate, if applicable)
J.
Has a professional
done for the tract?
If yes, by whom?
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? no
(Attach doevmsnmtion, if available)
• An accurate, dated work plat (including pl;
and cross-sectional drawings) drawn to scale i
ink on an 8 1/2' by I V white paper. (R
Coastal Resources Commission Rule 7J.020.
detailed description.)
Please note that original drawings are prefer
only high quality copies will be accepted. B
prints or other larger plats are acceptable on
adequate number of quality copies are pro'vi
applicant. (Contact the U.S. Army' Co
Engineers regarding that agency's use of
drawings.) A site or location map is a part
requirements and it must be sufficiently deft
guide agency personnel unfamiliar with the are
1 MI-ne
-- ,
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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 feet.
Average Fl"
Eidstlog Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat Barge
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
subilizAtion)
RevL%ed 03/95
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 4500
b. Type of material to be excavated mud, sand 6,
silt
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards none
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area diked spoils area
immediately adjacent, see Figs 2,3,
b. Dimensions of disposal area 4,200 cu yds
capacity, see Figs 2,3,4
c. Do you claim title to disposal area?
X Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? same as 2a, above
rInI
1•lrc?T FF-^
19 10193 f:
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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.
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 in 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.
Name Doy Ray Rhue (see Fig 5) I certify that I am authorized to grant, and do in fact,
Address F . Box 517 , Beaufort NC 2 8516 grant permission to representatives of state and federal
Phone [phone] review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name Maude J. Raeder permit application and follow-up monitoring of the
Address 304 Ocean St. Beaufort, NC 2851fkoject
Phone [phone]
Name
Address
Phone
e-7, i In"
O
This is the ? day of 19
Eastern Environmental
Print Name F. X. Lavalle
Signature
Landowner or Aud soriW Alev
I further certify that the information provided in this
application is truthful to the best of my knowledge.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Permit # 210-85, issued 12/10/85
to Morehead City Precast Company
• A check for $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.
• 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
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 Iaformation
Upland Development
Structures Informatioa
Bridges and Culverts
Marina Development
NOTE. Please sign and date each atrachnient in ^he
space provided at the bottom of each form.
Ot;T 1 9 ???5
e. Does the disposal area include any coastal wetlands
(inarsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
EXISTING BARGE BASIN BULKHEAD, see Fig
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
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), SAVs or other wetlands?
Yes No
3 if yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL 5• GENERAL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
a. How will excavated or fill material be kept on site
and erosion controlled? Dredged material
will be confined within diked
spoils area, see Figs 2,3,4
b. What type of construction equipment will be usNu
(for example, dragline, backhoe, or hydrau:,k.
dredge)?
Hydraulic Dredge
c. Will wetlands be cr5ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
4. OTHER FILL ACTIVITIES AWHDREDG
(Excluding Shoreline Stabilization) APP c feet
ALL DREDGED MATERIAL WILL BE PLACED IN lure 01
a. Will fill material be brought to site? DIKED SPOILS O
Yes No AREA, see
Figs 2,3,4 D'?
Revised 03/95
F t rb /J
G Is11M is Sa11N1 1 ?MIIIII
T TCa.:?1•
n?w R T
Slas•*1 w I' Big* ltl ? NLhaft"
A ' .?? , •. S. saw
SAIMwdr1 y ?? c^- \. -
14 OEM
Y, Now,
call/ • rM OW ./ 1 ?' - -? , wr t wwlr ?• ?? '
. {o1 GIOON>L dawwla l i . - _ _ \ ryr 4 iw M.
YrwMr1 ? ? ? . astM 12 ? ? ? ?
F
-W '>
i?
oil T \ t de s ?„ / N.
A M L ? ?i o n.Ir-
+ 1 wl.d wen
wdw
1 ) 111,` ?. sww Air LOW ?7! CROAYAN Ilr?
IANN
yViLr C&IW p?wAdA
LAW 1
Y N?TION? 11A? (V 3ts1•
)REST - 't Ir - I J
? MIMr1 `!y
F0 EST s 1 tIM?iIMe
MM 1
Pull ? S?'r /111
'1' s 1s s..+ r''? '3 .?+ " Na1h claim hr a mwwm y srt
1. y. rr? w 1lelwaaeftt?Iiasal40nts?t?sb
wloololR seatbabs.
Thssaealsohasi
ear Aal/
_ ati....•.ww 1 1wwidehra4uirmt,141 m3
1 and under to be sewed in a cMd
A ddd aye 3 up to age 6 must We in a
Ir seat or car me bdt I
?1 er Rlnr 111r ?.
?T fir--?- ^^
!! Y
Ilt ar.. s..al
1 a1a1? ?-
OCT 1 .J
N
N03ELTIE3 CARO
o 4 AIM
Mu EASTERN ENVIRONMENTAL
w DATES 8/92 FA-D 1"=20 mi w-wH NO
Mull
Hit .Location Map
AVM-DCP.892
2
NCSR 1162
To NCSR
11611NC
..
•,
Riparian ;? :? ;:;, ?•?
owner: • •.
Mr Rhue • ?• • • • • .
•
V
Riparian
Ra
- v

:: :,.:.: .. • . • . Owner
Maude J
Y.? WitsrTsdc •,??•??•??• •
•• Spoils "w°°°?g.,,., •
?< • ; Area ? ': • ••••
FW Area • • • • • •
Bugs Basin Ming
• • • • • ,
Plant FE Arse - ::: •: • ,
FIR Area
• ••• ••• • • • • •• • .• • •• • •• • •• • •• • ••••••••? •• ••• • ?N
• ••"?/• • •• '11 • • "• • • • • • • • • • • • • ••
•••, •10•
••• •• ?•• ••• ••• ••• • • •• •• •• ••.: •• •• • •• • •• ••••, ••
;Qo
•••••••••• •,•••,• y ••• ••• ••• •'• ••• ••• • • •• • •• , •• , •• • •• • ••• ••
-0 0-
go 000 0*4
. 00 04. 00
• •: •: :: :• is • •••• :••• ••••••••i ••i •• ••• ••• •i •: •: ? •• •:
•,• •,• •,• •,• •,• ••• ••• ••• ••: ?•: :•: :•: • • ••: •• : •• : •. • .:• :: • :: ••
00 ,• •,• •,•••, ••• ••• ??•: ••• •• •• , •• •• •• •• •• • •• • •• • •: • ::•• •,• •••••
00
• • • • • • • • • • • 0 g,
0* o 00
0 :!0 go go 0
•• •• o:.-.: • • • •
.•..•wooa.a• • •• ... , .. , . . • .. • .. .............. .•
• .. . .•. .•. . •. , .. , .. , .. .. • .• • .•
go 000 a 0 so
• • •• . y. •
10, goo 00
:00* 0000 0
00
00 66
.. ..•.
0 0*
00 0:
•
0 00
...... .. ..
. : • • : ..
•
Wetlands
I EASTERN ENVIRONMENTAL
ATE' 8/92 FALD 1 °A-1500 • ? m
nTLJE? Site map
A
Inlet Discharge of
Dredged Material
to Spoils Area
O
U .'
WEIR PIPE TO CHANNEL TO BE
BLOCKED TO PREVENT FLOW
---- INTO-THE-WATERWAY
EXISTING SPOILS AREA
--------- 14.200
Q _;:: --------- CAPACITY:
4500
yd 1'0 BE DREDGED
° •°°°°OO°eR%o` °.,e CONSTRUCT OVERFLOW DISCHAi
MLW LINE •e'PAPe°e°o OF DREDGED WATER TO SAMN
Filter Frabric °°°°°°°°•••?°°°°'a?e;e;a; :•.•.
Fence to Prevent ARE4 some
°•.• •.
Sediment From OREOo70
`B°• •°•:°°::?:?. .
Entering IAVWII //??
30' LOP OM - MLW
TO -12 MLW
1 O - MLW
ST?-F? CIE do* 130'
? PALE
t/- 100'
3 0
A 31'
300'
PLAN VIEW
SCALE 1'-100
STEEL SHEET PILE DIKE (IYP.)
overflow ?- +13 MLW
R1P-RAP?? iatake f
WOOD FENDER PILE +e' MLW
NC OH 12 R M W ` 4'0vcr ow disc arge
t2 MLW (411
EXISTING MLW
SHEET PILE 2 112
ANCHOR WALL ep•?,.? _7 ,N?
ij TYPICAL sECTIon
11,:i IV SCALES
4 - HORIZ 1"•50': VERT 1".2O'
GCT 1 9 1M 'i
,??°°wwwM?<t?•M
FIGURE 3: modified 9/9S
by EASTERN ENVIRONMENTAL
RAYQON ENGINEERING
Dale: 2/93 Uwe: Shown Druvw 9; EF

K
A
- 4LW
bottOw before dredge
/ bottoms after dredge
-12' HLW
<- Icww "14 ITO'•/- -- . 30' 44 175
a?T1 9 .l
11 ? I
TYPICAL SECTION 4
SCALES
HORIZ 1"¦100': VERT 1"¦20'
-land surf ?-
sheet steel &
wood pile wall
FIGURE 4: modified 9/95
by EAS'T'ERN ENVIRONMENTAL
RAYBON ENGINEERING
Bair. 2/93 Scale: Shown Dimwit By: Ei
Title: AW11 Dredging Proposal
Figure: AWHORE00 Job 1 1059
?....-.. ?,rerer?r r•eA??
PLAN VIEW
SCALE 1' 100
SOUNDINGS IN FEET BELOW MLW
I ' AWH BARGE BASIN IS SITUATED ON TRACT 17
RIPARIAN PROPERTY OWNERS ARE:
4
(1) TRACT "SEE INSERT B",
Doy Ray Rhue
Rt. 1., Box 517
Beaufort, NC 28516
(2) TRACT 20781 SE ROAI
NS
Maude Raeder B 19
304 Ocean St.
Beaufort, NC 28516 18
zo, o ?
1162 16
• a 1.56AC.
I'S
5&77AC.
s
m
200'
3 -
00
Z
is
9 X A
i
i 19AC!
?`V+L3tJ - •'?
A3
pC
?O
II
9EE 9E
j.
(4) 1t-?oe
SEE BE-Ion
(3)
12 13 i4 e
502AC. I109AC.
t?
38 ? I
Figure 5 Riparian Ownership
EASTERN ENVIRONMENTAL
?O
q0
162
2-0781
IT
55 Ac.
2