20060958 Ver 1_COMPLETE FILE_20060612

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Permit Class Permit Number
' NEW ? 145-06
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources kI
? LI ?:/ D Coastal Resources Commission
D a9??
Q oLIOCT 5 2006
DENR - WATER QUALITY for
WETLANDS ANDSTORMMATERBRANCH X Major Development in an Area of Environmental Concern
1SSL
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to County of Dare, PO Box 1000, Manteo, NC 27954
Authorizing development in Dare County at unnamed canal adi. to Croatan Sound, SR
1131 and SR 1345. Manteo , as requested in the permittee's application dated 5/30/06, including the
attached workplan drawings (5), 1 undated and 4 dated "revised" 5/8/06.
This permit, issued on September 26, 2006 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) In order to protect shrimp and finfish populations, no excavation shall be permitted between February 15
and October 31 of any year without the prior approval of 'the Division of Coastal Management, in
consultation with the Division of Marine Fisheries and the US Army Corps of Engineers.
2) Excavation shall not exceed -6 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters. Over-dredging is strictly prohibited.
3) No excavation shall take place within 10 feet of coastal wetlands.
(See attached sheets for Additional, Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2009
In issuing this permit. the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
G?
j" Charl S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
T
County of Dare
ADDITIONAL CONDITIONS
Permit # 145-06
Page 2 of 3
4) Unless specifically altered herein, the dimensions of the area to be dredged shall not exceed the
dimensions set forth in the attached permit application and workplan drawings. Any proposal to change
the area to be dredged shall require permit modification.
5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.
Spoil Disposal
6) All excavated materials shall be confined to the areas indicated on the attached workplan drawings, and
the permittee shall construct a dike or berm capable of retaining the spoil material on the approved site.
The permittee shall install a silt fence around the berm or dike to prevent spillover of spoil material into
any adjacent coastal wetlands or surrounding waters.
7) The permittee shall take every precaution necessary to ensure that during the off-loading of spoil
material from the barge, no spoil material is discharged into the surrounding wetlands. The permittee
shall be held responsible for any accidental discharge of spoil material into adjacent wetlands or waters.
Stormwater Management
8) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7060706 on 9/20/06. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
Sedimentation and Erosion Control
VOTE: - An Erosion and Sedimentation Control Plan shall be required for this project.. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
9) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
General
10) No coastal wetlands shall be excavated or filled, even temporarily.
11) Any mitigative measures or environmental commitments specifically made by the applicant in the April
14, 2006 Environmental Assessment/Finding of No Si-nificant Impact prepared for this project shall be
implemented, regardless of whether or not such commitments are addressed by individual conditions of
this permit.
t
County of Dare Permit # 145-06
Page 3 of 3
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 060958), which was issued on 8/10/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. 2006-
32754-128.
O?0` WAT ?9QG
p `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
i
Alan W. Klimek, P.E. Director
Division of Water Quality
August 10, 2006
Mr. Steven S. Shriver
Dare County Planning Department
P.O. Box 1000
Manteo, NC 27954
Subject Property: County of Dare - Bowsertown Canal Dredging
Croatan Sound [030151, 30-20-(2), SA, HQW]
DWQ Project # 06-0958
Dare County
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. Shriven
You have our approval, in accordance with the attached conditions, to dredge fill 2.741 acres of Public
Trust Area (PTA) - Estuarine Waters (EW) for maintenance excavation of existing canal connecting boat
ramp to the Croatan Sound, as described in your application dated May 30, 2006, and received by the
Division of Water Quality (DWQ) 401 Oversight/Express Review Permitting Unit on June 12, 2006.
After reviewing your application, we have determined that the Division of Water Quality (DWQ) General
Water Quality Certification Number 3400 covers these water impacts. This Certification allows you to
General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition,
you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations and
CAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
PTA, EW 2.741 acres - dredged) DCM Field Investigation Report
401 Oversight/Express Permitting Unit Womp Caro
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.ne.us/ncwctlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Dare County
Page 2 of 2
August 10, 2006
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
4. BMP Installation To Prevent Water Quality Degradation
BMP's must be installed in offloading area and storage area to ensure project does not create
water quality standard violations
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404, or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days 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, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a.
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central ffice in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946481.
Alan . Klime P
AWK/ym
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 27557
Filename: 060958CountyOmareBowsertownCanalDredging(Dare)401_CAMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
June 9, 2006
MEMORANDUM:
TO:
FROM:
SUBJECT:
20060955
Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
D L9URli v
D
JUN x 2 2066
CAMA/DREDGE & FILL Permit Application Review
Applicant: Dare County, Bowsertown Canal
Project Location: End of Bowsertown Road (SR 1131), Roanoke Island
Proposed Project: Maintenance excavation of existing canal connecting a public boat ramp to
the Croatan Sound
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/30/06 to 400 Commerce Avenues Moreheadw City. NC 28557. If you have any
questions regarding the proposed project, please Jennings at [phone]. When
appropriate, in-depth comment supporting data are requested.
REPLY: 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 a? ncy objects to the project for reasons described in the attached
corms s.
SIGNED DATE t
1367 U.S.17 South, Elizabeth City, North Carolina 909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
{ FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dare County, Bowsertown Canal
2. LOCATION OF PROJECT SITE: end of Bowsertown Road (SR 1131), Roanoke Island and
on a man-made canal off Croatan Sound, Dare County
Photo Index - 2000: 182-2158 (B,C 17; C,D 13-15; D-I 12; J-L 12)
1995: 181-1867 (T 12; U 11; V 7-11; W,X 7) 182-1881 (A-C 14; D-H 13)
1989: 153-14 1984: 142-1577 (K 17; J 18-22; H,I 22; B-G 23)
1978: 82-352 (J 8; K 3-7; L-O 3; P-U 2)
State Plane Coordinates - Starting Point - X: 2980900 Y: 795300
Ending Point - X: 2983950 Y: 798300
Manteo, NC Quad, LR GPS: E040718B
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/13/06; 04/07/06
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received Complete - 06/09/06
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public Use
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Canal and NCWRC boating access area
Planned - Canal maintenance
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
OTHER
(A) Public Trust Area, Estuarine 119,400 sf
Waters
(B) Uplands, Estuarine Shoreline
i 1,750 sf
(C) Uplands Spoil site
63,150 sf

(D) Total Area Disturbed:. 184,300 (4.23 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
Field Investigation Report: Dare County, Bowsertown Canal
Page 2
8. PROJECT SUMMARY: The applicant proposes to perform maintenance excavation of an
existing canal connecting a public boat ramp to the Croatan Sound.
Project Setting
The proposed development site is a canal on Dare County property located at the end of
Bowsertown Road (SR 1131) near the intersection with California Lane (SR 1345), on Roanoke
Island. The property is approximately 100 acres in size. Approximately 70% of the property is a
Coastal Wetland Marsh that is vegetated with Juncus roemerianus. The wetland area is located on
the western side of the property and is adjacent to the Croatan Sound. The upland area of the
property is developed as a solid waste transfer site for Dare County located on the northeast side
and a NCWRC boat ramp and parking area located on the southeast side. The solid waste transfer
site was once the County Landfill. Vegetation in the upland areas consists of pines and indigenous
grasses and the soils in this area are a sand, sand loam type.
The existing canal is approximately 2,500 feet long and 50 feet wide with a controlling water depth
of -1.7 feet and an average water depth of -3.2 feet below NWL in the center, of the canal. The
shoreline of the canal in wetland area consists of Juncus on the south side and a spoil ridge along
the north shoreline with Juncus behind the spoil ridge. The shoreline of the canal in the upland
area is a pine forest on the south side and the landfill area on the north side.
The canal connects to a natural waterway that connects to the Croatan Sound. The waterway is
approximately 1,800 feet long with a width that varies from 60 feet to 120 feet and has a
controlling water depth of -1.5 feet and an average water depth of -3 feet below NWL in the center
of the fairway. NCWRC hazard buoys are located along this waterway. The shoreline along the
waterway is Juncus. The water depths in the Croatan Sound near the project area are
approximately -5 feet below NWL. The bottom material in the project area consists of muck
material with some sand in the areas nearer to the Croatan Sound.
The adjacent properties are undeveloped salt marsh tracts. The waters of the Croatan Sound are
classified as SA in this area and the area is closed to shellfish taking. No submerged aquatic
vegetation was observed at the proposed work site.
Development Proposal
In order to improve boating access, the applicant proposes to excavate the Bowsertown Canal and
waterway to a controlling water depth of -6 feet (5'+ l' OD) below NWL. The activity will be
performed by an excavator on a barge and excavated material will be placed on another barge and
brought to the old landfill site to be unloaded. The material will be deposited at the site on a 1.45-
acre area that will be surrounded by silt fence.
F
The proposed maintenance excavation will remove approximately 13,800 cubic yards of bottom
material and storm debris. In the canal, the proposal is for a 16-foot wide channel for the upper
area and a 20-foot wide channel for the rest of the canal and waterway.

Field Investigation Report: Dare County, Bowsertown Canal
Page 3
Antichwed Impacts
The development proposal with result in approximately 62,400 square feet of Public Trust Area
(PTA), Estuarine Waters (EW) Areas of Environmental Concern (AECs) being excavated in the
canal and approximately 57,000 square feet of PTA, EW AECs being excavated in the waterway
connecting to the Croatan Sound. Sidewall excavation is included with each figure.
The proposed unloading site will result in approximately 1,750 square feet of Estuarine Shoreline
AEC being disturbed and the proposed spoil site will involve approximately- 1.45 acres of uplands.
Temporary water turbidity will occur during the excavation of the canal and use of the boat ramp
will be restricted.
An Environmental Assessment of this project was circulated with a Finding of No Significant
Impact issued on April 14, 2006.'
Submitted by: Frank A. Jennings, III
Date: June 9, 2006
MAJOR PERMIT FEE MATRIX
A.Uplicant:ctif Q Ca v.n-?T
r
Selection Development Type Fee DCM % DWQ %
(14300160143 5100093 1625 6253) (243001602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
H. Public or commercial
development that does not . $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
111. For development that
Involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A, -
B, C, or D below applies:
III(A). For Private non=
:. commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied.
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
111(0), if General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
lli(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see, attached) cannot
be a lied:
1V. For development that
involves the filling and/or $475 60%($285) 40%($190)
-
excavation of more than E-::Z -- _- °_?
one acre of wetlands and/or
open water areas:
Form DCM-MP-1 ; •. '10.
tLl '''ire blin
Intersection of Bowsertown Road (SR 1131) and
1. APPLICANT California Lane (SR 1345)
d. Is proposed work within city limits or planning
a. Landowner: jurisdiction? Yes X No
(Site is within unincorporated Dan: County)
Name County of Dare, Attn: Steven S. Shriven
Dare County Planning Department e. Name of body of water nearest project (e.g. river,
Address P.O. Box 1000 creek, sound, bay) Croatan Sound; project is
within an unnamed canal off of the Sound
City Manteo State NC
Zip 27954 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name WA
Address WA
City WA
Zip WA
Fax WA
c. Project name (if any)
State WA
Day Phone WA
Bowsertown Canal Dredging Project
NOTE. Permit will be issued in name of landowner(s), an&or
project name.
2. LOCATION OF PROPOSED
PROJECT
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 dredging of an existing navigable
canal (see attached narrative)
b. Is the proposed activity maintenance of an
existing project, new work, or both? Both
c. Will the project be for public, private or
commercial use? Public
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.
Please see attached narrative
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract About 100 acres
a. County b. Size of individual lot(s) WA
Dare
c. Approximate elevation of tract above MHW or
b. City, town, community or landmark NWL Ranges from +2 NWL to +20 NWL
of P-'U'r L n
c. Sfreet address or secondary road number
Tow" F-Mantes
d. Soil type(s) and texture(s) of tract
Per the Dare County Soil Survey (USDA), site
includes Johns loamy sand (JoA), Leon fine sand
Form DCM-MP-1

r;
a _ ;
(LeA), and Hobonny muck (HoA). Site also has
an area mapped as Psamments (PsB) - this is
the area that includes the Old Dare County
Landfill. The property is very flat except for the
area where the landfill is located. This area
slopes up to a maximum elevation of
approximately +20 feet.
(Attach documentation ! if ayarle (b)' r .. !"
Z - I,-! C3? ?`
m. Describe existing wastewater treatment facilities.
On site septic systems at the Transfer Station and
Mosquito Control Building.
n.
e. Vegetation on tract The property is covered
primarily with coastal marsh vegetation. There is a
wooded area near the boat ramp with vegetation
including pine, wax myrtle, red bay, and other similar
"carolina bay" species. o.
f. Man-made features now on tract A WRC boat
ramp and parking lot is located on the south side of
the canal. The old Dare County Landfill is located on
the north side of the canal at its eastern end. Also
located on the north side is the Dare County Solid
Waste Transfer Facility and the Dare County Mosquito
Control Building.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan.)
X Conservation Transitional
Developed Community
Rural X Other
(Community Residential, see attached map and
section from the Dare County Land Use Plan)
h. How is the tract zoned by local government?
R-2 (medium density residential district)
Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
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? Yes,
see attached project drawings
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.)
Some existing surface runoff occurs on this site; no
additional runoff or change in the existing runoff
pattems is proposed.
Describe existing drinking water supply source.
Potable water for sanitary facilities at the Transfer
Station and the Mosquito Control Building is provided
by the municipal water supply.
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 Y2' 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 site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
Form DCM-MP-1
• 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.
Name Malcolm K. Fearing, 111
Address P.O. Box 759, Manteo, NC 27954
Phone [phone]
Name John W. Tillett, Sr.
Address P.O. Box 2046, Manteo, NC 27954
Phone [phone]
Name State of NC, C/o NC Wildlife Resources
Commission, Attn: Richard W. Wright
Address 714 Small Drive, Elizabeth City, NC
27909
Phone [phone]
• A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
• 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.
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.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and
federal review agencies to enter on the
aforementioned lands in connection with evaluating
information related to this permit application and
follow-up monitoring of the project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 50 day of 1T, jj?of'
Print Name ?7v??-?L
Signature'
Landown r Au orized Agent
Please indicate attachments pertaining to your
proposed project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
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 feet.
Please see the attached project drawings
Average Final
Existing Project
......aM Wirlth ri-th nnnfh
Access
channel
(NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwate
r
Other
(Excluding
shoreline
stabilization)
1,900 ft 20 ft 3.0 ft 5'gr+
1' od
2,400 ft 16 ft 3.2 ft 5'gr+
1' od

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards Approximately
8,500 cubic yards to grade depth of 5' MLW and
an additional 5,300 to the overdepth grade of 6:
Actual quantities to be based on BD surveys.
b. Type of material to be excavated Silty mud with
a very minimal amount of sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other wetlands? Yes
X No
d. High ground excavation in cubic yards None
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On- site upland area
at northwest comer of landfill (see narrative)
b. Dimensions of disposal area About 250 feet x
350 feet, total area is about 9.45 acres
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? Either at the same site or at the
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
C&D Landfill on the mainland
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
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization N/A
Bulkhead Riprap
b. Length N/A
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion during preceding 12 months
N/A
(Source of information)
f. Type of bulkhead or riprap material N/A
g. Amount of till in cubic yards to be placed below
water level
(1)Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
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 X No
if yes,
(1) Dimensions of fill area
(2) Purpose of fill
5.GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? See project plans
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
See project plans and project narrative
c. Will wetlands be crossed in transporting
equipment to project site? Yes X No
i. Source of fill material N/A
if yes, explain steps that will be taken to lessen
environmental impacts.
rou Y d .1c
Applicant or o t Name
Signature
Zv o 6
Date
't
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major vehicular driveways or parking. None
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to h. Projects that require a CAMA Major Development
this proposed project. Permit may also require a Stormwater
Certification. Has a site development plan been
a. Type and number of buildings, facilities, units or submitted to the Division of Environmental
structures proposed. None Management for review? Yes X No
If yes, date submitted
b. Number of lots or parcels. None
i. Describe proposed method of sewage disposal.
c. Density (give the number of residential units and N/A
the units per acre). N/A
j. Have the facilities described in Item i. above
d. Size of area to be graded, filled or disturbed received state or local approval? N/A
including roads, ditches, etc. Approximately 1.45 (Attach appropriate documentation)
acres
k. Describe location and type of proposed
e. If the proposed project will disturb more than one discharges to waters of the state (for example,
acre of land, the Division of Land Resources must surface runoff, sanitary wastewater,
receive an erosion and sedimentation control plan industrial/commercial effluent, "wash down" and
at least 30 days before land disturbing activity residential discharges).
begins. If applicable, has a sedimentation and None are proposed
erosion control plan been submitted to the
Yes X No
Division of Land Resources? I. Describe proposed drinking water supply source
_
If yes, date submitted. (To be submitted (e.g. Well, community, public system, etc.)
concurrently with this application)
f. List the materials (such as marl, paver stone,
m. Will water be impounded? Yes X No
asphalt, or concrete) to be used for paved If yes, how many acres?
surfaces.
No paving or other impervious areas are
n. If the project is a oceanfront development, when
proposed for this project was the lot(s) platted and recorded? N/A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
cyci &P r- Y o /? ?/?'2F=
Applicant or Project Name
Signature
??3 a?2? n b

Date
Bowsertown Canal Dredging Project = t t , , _
Dare County, North Carolina
Introduction
The Dare County Oregon Inlet & Waterways Commission is a county appointed board
that, among other things, monitors the condition and depths of local public access
waterways and facilitates the periodic maintenance dredging of these waterways when
required. The Bowsertown Canal is a public access waterway that is located on the
western side of Roanoke Island within unincorporated Dare County near the town of
Manteo. The eastern end of the canal is located near the intersection of Bowsertown
Road and California Lane and the canal extends toward the west for a distance of
approximately 4,200 feet where it opens into the Croatan Sound. The canal varies in
width from about 40 to 50 feet at the eastern end to approximately 150 feet at the western
end.
The canal was constructed many years ago as a "mosquito ditch" and subsequently was
used as an access channel for small watercraft. About 15 years ago, the Wildlife
Resources Commission in conjunction with Dare County constructed two boat ramps and
a large parking area on the southern side of the canal at its eastern end. This facility is
frequently utilized by both commercial and recreational watercraft. In recent years,
however, use of the canal has become somewhat limited during low tide conditions. A
recent survey indicates that some areas of the canal are less than three (3) feet deep,
measured from mean low water.
The Dare County Oregon Inlet & Waterways Commission is proposing to perform
maintenance dredging of the canal. We are proposing to mechanically excavate at least
8,500 cubic yards of material from the canal and place it at the old Dare County Landfill
and Transfer Station site located just north of the canal. The following sections briefly
describe the details of the project and the methods that we are proposing to accomplish
the project.
Boat Channel
A review of the information that we have pertaining to this canal does not reveal a history
of maintenance dredging. The only information we do have indicates that the original
mosquito ditch was excavated during the 1950's or very early 1960's. At this time, the
straight portion of the canal (approximate Station 18+00 to Station 44+00) was excavated
in order to "improve" drainage, as was typically done within many coastal marshes
throughout the area. During the 1970's, this straight portion of the canal was re-
excavated in order to mine sand to use as a foundation for the new landfill under
construction at the east end of the canal. It appears as if the material was excavated from
the north side of the canal and was placed along the canal edge to construct a haul road.
Once this road was completed (or as it was being constructed), additional material was
removed from the canal and was hauled to the new landfill area. At the completion of all
of this work, the haul road remained in place along the north side of the canal. This
upland area averages about 4 feet above the water level, has a width ranging from 30 to
50 feet, and is fully vegetated with upland species. It would be my estimation that the
canal was excavated fairly deep in order to obtain as much material as possible for the
landfill.
Based upon the fact that no formal channel alignment presently exists, a channel has been
designed using the information obtained from a hydrographic survey performed in March
2005 (see project drawings). The channel has been positioned in the naturally deepest
portions of the canal in order to minimize the volume of excavation. The project
drawings show the channel dimensions and alignment. The channel will have a bottom
width of 20 feet from Station 0+00 to 25+02 and a width of 16 feet from Station 25+02 to
43+42. The depth of the channel will be at least 5 feet below mean low water (MLW)
and the sideslopes will be 3:1 (3 horizontal to 1 vertical). The channel has been designed
to ensure a minimum separation of ten (10) feet between excavation of the bottom and
the edge of the coastal marsh. As can be noted from the drawings, the bottom depths at
the mouth of the canal in the vicinity of station 0+00 are approximately 8 feet. The
quantity to be removed based upon the March 2005 conditional survey is about 8,500
cubic yards to the grade depth of 5 feet. To obtain one foot of overdepth would require
the dredging of an additional 5,300 cubic yards, or a total of about 13,800 cubic yards.
The total bottom area to be disturbed with this project is estimated to be approximately
168,000 square feet.
During the winter of 2005, three bottom samples from the canal were obtained in order to
determine the general character of the material to be excavated. The samples were
obtained using a hand auger manually deployed over the side of a small skiff. In each
case, a surface sample was obtained and visual observations of the material were
performed. In addition, the hand auger was used to determine the consistency of the
underlying materials by pushing the auger down into the bottom. Samples in the vicinity
of station 33+00 and 18+00 consisted primarily of very soft, silty mud with varying
organic contents. A sample in the vicinity of station 3+00 yielded a very similar material,
however, a slight amount of fine sand was observed. At all three locations, the auger was
easily pushed to a depth of at least 2 feet below the bottom surface indicating very soft
underlying materials. Throughout the channel from Station 19+00 to 42+00, we
observed some scattered woody debris consisting of tree trunks, tree branches, and root
i
wads that are either along the edge of the canal or are slightly lodged into the bottom.
We also observed a fair amount of man-made trash and debris located along the canal
banks and on the bottom. Items observed include plastic sheeting, cardboard, metal cans,
scraps of fabric, abandoned crab pots, and other household garbage.
Method of Excavation
We plan to mechanically excavate the material from the channel limits and transport it to
the old Dare County landfill located north of the canal. We anticipate that an excavator
mounted on a small barge will be used to remove the material from the bottom. The
material will be loaded onto small deck barges equipped with containers or perimeter
bulkheads in order to prevent spillage of sediments back into the canal. Small scow
barges may also be used to transport the dredged material. It is anticipated that at least
two of these barges will be necessary in order to ensure an efficient work cycle. The
excavator barge will be equipped with spuds that will be used to secure the barge in
position during a digging set. These spuds will be raised and lowered by either using the
excavator or by hydraulic powered winches. An additional excavator will be positioned
on the north side of the canal in the area labeled "unloading area" on the project plans.
This excavator will be used to unload the material barges and place the dredge spoil into
dump trucks. The dump trucks will haul the material to the designated location at the
northwestern corner of the landfill.
We also plan to install silt curtains on both the "upstream" and "downstream" side of the
unloader and on the Sound side of the excavator barge in order to minimize the amount of
turbidity entering the Sound. These curtains will be placed across the canal and will be
opened and closed each time a barge or boat transits the canal.
We anticipate that it will take two to three (2-3) months to complete this project.
Disposal Area
The Dare County Landfill was used for many years as a sanitary landfill that served most
of the northern portion of the county. In 1981, a garbage transfer station was constructed
on the same site so that all sanitary waste could be transported to other landfills. In
March 1982, the landfill was closed to further burial of household garbage and the
transfer station began operations (please note that construction and demolition (C&D)
debris continued to be disposed of at this site until 1990). At the present time, the surface
of the old landfill is used as a staging area for the drop-off, !sorting, and loading of
recyclable metals. The building at the eastern end of the property near the road continues
to serve as a solid waste transfer station.
As mentioned above, we anticipate that all of the dredged material will be placed within
the designated spoil area at the northwest corner of the landfill. As the drawings indicate,
a wire reinforced silt fence will be installed around the entire perimeter of the spoil area
to minimize, or eliminate, any oil site impacts. The material will be truck-hauled the
short distance from the barge unloading area to the spoil site where it will be dumped
onto the ground. An existing haul road within the landfill will be used - no additional
roadways will be constructed. The material will be unloaded into a single layer ranging
from 4 to 6 feet in depth. If additional space is needed within the disposal area as it is
being filled, the dewatered material may be re-excavated and placed into a higher pile.
The height of the spoil material, in any case, will be minimized in order to lessen the
potential for erosion. At the completion of disposal operations, the spoil pile will be
seeded with appropriate plant species in accordance with the approved Erosion and
Sedimentation Control Plan and Permit. It is noted that no other upland activities are
proposed for this project (i.e. no areas of impervious are to be constructed as a part of this
project) other than the above described temporary stockpiling of dredged material.
It is worthwhile to note that a new Transfer Station is presently being constructed near
Mann's Harbor on the Dare County "mainland." This new facility is scheduled to begin
operations this year. Once the new facility is completed, the existing transfer station will
be closed and removed and all "public works" activities on this site (garbage transfer,
metal recycling, etc.) will cease. Presently, a local effort is underway to redevelop this
site into a recreational area once the station is removed. We believe that the spoil
material will be an asset to this redevelopment project since, if mixed with more sandy
soils, it would be ideal for use as a topsoil or growing medium.
In an effort to move forward with this redevelopment project, a preliminary toxicological
study of the landfill and the surrounding tidal waters was performed during this past
spring. This study was sponsored by Dare County, the UNC Coastal Studies Institute,
and the Manteo Rotary Club. The project was funded by Dare County and through a
grant from the Division of Water Resources, NCDENR. The Department of
Environmental and Molecular Toxicology at North Carolina State University performed
the study. Water and sediment samples were obtained from the canals on the north,
south, and west sides of the landfill and were tested for a number of items, including
heavy metals, PCB's, pesticides, hydrocarbons, and volatile organic chemicals. The
preliminary information that is included in the draft report indicates that there are no
elevated levels of contamination that would cause this project not to move forward.
06-0958
Subject: 06-0958
From: Kyle Barnes <[e-mail]>
Date: Wed, 09 Aug 2006 16:44:45 -0400
To: Ian McMillan <[e-mail]>
06-0958 Bowsertown Canal Dare 6/13/2006 08/09/06 CAMA/MJ Issue with condition that
BMP's be installed in offloading area and storage area'to ensure project does not
create water quality standard viiolations
I of 1 8/9/2006 4:51 PM
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S0UR0AT ~ Yn 1 I ,`NO Ap A AREA ~ aA~; i
P ~e ~ stq~ M6 ~ 1~ . ui ae q \ FM4 J Al \ \ ~ SHEET 1 COVER PAGE
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~ P A I
I Z SHEET 5 CHANNEL SECTIONS, E&S DETAILS
1 MAP 3
i
i
VICINITY MAPS - T-
(NOT TO SCALE)

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-~~57,5 IAL PHOOR~P. Y I -1.7 -2•
BASED ON AER -7.5 _52 ~9 7 ~IVL .1~L !NL I ~ -2.7 3.4 ~ !~G ~
-7.4 ~ -S.0 . -7 73 -,,9-5•q,.71.S1A~7.! I V % J J 0. 0'J L ~ I -L7 P
-72 i I 4 7 P 1 K 5 i I
-72 -727214 fTl X14. i ~ i 7 A 4 B I
-7d ~ -7.2 _7,321 _72 ~ ~ ~ ~ -7b ~ -7.37J N STA: 8+97.07 ~ i . • -LD j I -a:g
-7e )e -7?_72 c0 -77 _71 CO N 79 61 X2.7 9 ~ 92.,
-~2a7 a.z71 N I - .3 I
-767.3 -7u_7A ~ NOTE: S( THESE DRAWINGS E 2982534.59 ~ a °32 ' NOTE: SOUNDINGS S OWN ON I 9Ll-lb 2• i
-'b ° ARE EX -6.5 -,.37.37., . DRAWINGS 6.~~ ~ ~ PRESSED IN MEAN LOW WATER MLW). ARE EX ~ i i i i
-"-7., NOTE: SOUNDINGS SHOWN ON THESE ~ c i i
-'"-7., XPRESSED IN MEAN LOW WATER (MLW). _7 ARE E _S, ~ - I i ~'~g64 ~,,4L4 ~I ~-0.7 i 2. 3.L3.,.-3. -~t3($1. '7.3-tA DA
-7., _sa ~ -7, -~-ss
-LQ,,3 72
-~a-ZOOS REVISLONS ° DATE 9 °
ADD CAMA LINE, ADJUST DESIGNED sss 1-23-06 CHANNEL ALIGNMENT >
FINAL REVISION FOR CAMA MAJOR
DRAWN sss 5-8-06 APPLICATION SUBMITTAL
* A~e * BOWSERTOWN CANA[ NAL HHUJEU SHEE I :
Q' P.O. BOX 1000, MANTEO, NC 27954 ~O~?'N CAR0~'~~ 252-475-5628 PHONE 252-4'73-3042 FAX MANTEO, DARE COUNTY, NOR
NORTH CAROLINA 2 OF 5

~ ~ 'm` 'i`
,Iw. ~ m ~ ~
~ ~ ~ ~ N
c~ N i
~ ~ ~ ~ ;
~ o ~ ;
O ~ ~1
i j 't
i
li i ~Illt ~ ~ ~ ~Vlt AGE 5 OF 5 FOR SPOIL SEEP
~ ~ ~ ~ ~ ~ edit ~ j ' AND DETAILS AND EROSION AREA ,
~t
M i i
~ i 0~ ~ ~ E G
~ ~ ~Iltc ~ F
~ ~ \ 1~- 5
Z ~ 0
1 1 - SF
\A A L SITE - 62,955 ,A A 0 o
o 1.45 ACRES T FENC
X (ABOUT 990 L N AR FEET)

o O
~N 79750Q00
X
~ ~ ~ XTENT 0 P XI ATE
~ C L R

(u, ~
to c
° ~ ~ EXI ~ X S TI odic ~ n -XIS TI G F ON
arc ~Illc 'Lc / ! X i D
S NORMAL WATER ~ HORELINE F UPLAND ~ S -L2 ,
0 6~ VEYED ON 1 9 06 -2.2.2 LEVEL NWL , SUR
e u r N 798 0.00
KI'~ & CREED. ~ '~Y MC ~ ~ / ;
j (T _ib
N /
x ~ /
,III ~ / is 0 'd'` 0 ~ ~
-a.a ~ 9 / /
-09 / ~2.2 -0.T j / / \ / /
~ ~ I~Inn`' -4 %
/ V VVV ' ~ i .11YG J~L ~l. ~ ~ 6 5.0 -1.5 ;
~G ~ ~ ~ ~ ~IIL ~ ~ ~ / ~ -3,C2,6~x j i / /;i
0 / /
7 % O _ae / i zu / i 'V / O \ /
-2.41.5 -12 5 . i ; ~ %
/ ~ ~ % J?L !IL O ~ -1.4 / ; / X91(.
f~ ?g~~7r,~1 ~~i~
i X / -48 % /.S ~
IMATE EDGE OF APPROX X / / % -3E / / 19 / Q
ASTAL MARSH A: 2502.19 0 ~ ; ~ v ~ ~ ~ ~ ~19t / /
SED 0 AERIAL - L1L A ; S A, '~2+35.2 ~ 0
N 797303.06 N I~; HOTOGRAPHY -v-~; 0 N 797775.92 / i'
P (,n E 2982681.22 0 % / -
E 2983241.41 Q
~ 4 ~G ~ ~ ~ ~ 1-4.3 ~ -1.2 ; / -3S2.Jlb ;
UP~AN S
0 / 0 / SHORELINE OF ~ ; x
A TAL~MARSH,~ _ MAL WATER LEVE NWL ; NOR , Iv ~ 9 . ; 50.00 ~ O ~
MATE EDGE OF ~0 -Q9 ~ ~.APPROX~ Y ~ X ~ RVEYED~ ON 1 0 B ~ ; ~
WATER LEVEL NWL ; NORMAL Q
6 BY M KIM & CREED. 0 / MCKIM & /
URVEYED ON 1 9 0 ~ S ~ ~ -3.42,}24 1.7
/ 1 13 6 B Y F,~. D & VERIFIED CSI ~ CR F~,E 0 / / / / X91[ ~C ~ ~ ,91r.
JE , \ ;
~b % ISW ; / / /
/ o X O
~ ' / ~ ~ ~ 3111[ ldlG ' .~L4 / 0 ~ APPROXIMA E EDGE OF
~ 3111[ \ j~
0 3~L / % -3 COAS L AR / ;
/ 0 ~ / .-u D N AERIAL 21 BASE 0
/ % 0 6 ~ / ~ PHOTOGRA HY
/ ~ -2.9 .-0.9 / 31hl. 3~l.
i ~ ~ ~ / i ~1r. 'Ac O / i
' o / / I -IZ ~ . O ' g r
V / % i I X ~I1~ -s ~ 3.~ ASTAL MARSH M
% a~~ ~ ~ 3WG dal. 0 / % 3~l. 31ut -2.6_2CU~f APPROXIMATE EDGE OF 0 ,
0 ~ ~ ~ I ~ / % I ~ ~ / ~ VE'~ WL
31~L / ; / 1 3tllL % - _ / ; / -L9 / R'~ AL WA R LE NO , A
; / -2b ! / / % YED ON 1 9 06 B MCKIM & a SU R VE Z X / ;
% / % / % ~ 0 : / / N 1 13 06 B Y F. CREED & VERIFIED 0
i / -u / ~ ~ 3j1. / ~ ~ 3111L \J~ % 3~L I 0 . ~ ,r/. 'r'.
/ • L JENNING~, DCM.
i// / / / ' / / ~ I
,i// -0.9 /
i -0.11 / i / ~ 3Y. 31~L 'Ic 1 r I ~ ~
I / / ~ ~ ~ iic j 3~IL 3rf. I -a.~ / ~ ~ '
II~L I / ~ .6 ~ 0.7,/ ~ 3~IL % -1,412-2•~./ NOTE: SOUNDINGS SHOWN ON THESE DRAWINGS 0 / i
~.-LU - RESSED IN MEAN LOW WATER (MLW). / W ON THESE DRAV~NGS ~ NOTE: SOUNDINGS SHO N '
~ -22 ARE EXP -.2 ARE EXPRESSED IN MEAN LOW WATER (MLW).
' ~ ~ ~ ~ / ' J/ ~ ~ ~ ~ ~
-1.T I TA: 1~+09.59 ~ S I J' s4 ~ ~Ic ~4. i
I ~ -1.3 I N 796860.70
l ~ _os ; 19L1 .29
E 2982148 C6~~2.6 ~5' I -08 t
REVISIONS °
ATE 9-14-2005 ° D
ADD CAI~A LINE, ADJUST
DESIGNED SSS 1-23-06 CHANNEL ALIGNMENT _ ~
1 - FINAL REVISION FOR CAIrfA MAJOR
DRAWN sss 5-8-06 APPLICATION SUBMITTAL
~ i r- n T r` I I f ~ T.
m~ V V H vH VI IV v BOWSERTOWN CANAL
S
F' P.O. BOX 1000, MANTEO, NC 27954 ~~~'~N CpR~~~~ 252-475-5628 PHONE [phone] FAX MANTEO, DARE COUNTY, NOR NORTH CAROLINA AL FFxUJLU OF 5

1 1 ~ ~1~~0,1
N 79850.00
°P N
N
0
N ~
0 6 ~o~~
0
NOTE: TURBIDITY RTAINS WILL BE PLACED IN CANAL
DURING ALL D GING OPERATIONS. A TURBIDITY CURTA EXISTING D Z COUNTY BUI INGS
WILL BE PL DON BOTH THE INBOUND AND OUTBOU ENDS OF E EXCAVATOR WORKING IN THE CHANNEL ND
ANOTH CURTAIN WILL BE PLACED JUST WEST OF T ~ ~ w
UNL ING OPERATION. THESE CURTAINS WILL BE OP NE 1 i v~ o
A CLOSED AS NEEDED TO PERMIT THE PASSAGE OF
ATERIAL BARGES AND WORK BOATS. a i ~2 =
Q
I
1 GRAVEL ~'F`
ROAD s
D E NTY UNLOADING AREA ~
AR L 2 4 5 (SO' X 35', ARPROX.)
ii ~S
8 K4 P 34 A E 71
N 798500.00
r~ ~ ~ ~ ~
Ire SIL EN
I~~ r~ ABOUT 550 LW ET) ~ Z ~
~ U ~ /
'i o o
~ to .1 F- ;,i /
I J ~ X
- 1 ; - ~ XO sz~
i I
i i .ilYc .ilhc ~ ~x o ~
•1 ' ,1
i , ~ DARE CO
~ •1 i
i ~ i i ~ ~ • - PARC 02 0004
~IU. i i
i A PROXIMO 'PROXIMA E LOCATION OF ~ ~~X 8~~ 1653/PA E 14
XISTING :XISTING AUL ROAD ~

A STA. 43+42.17
,
~ i' ~ !BOAT N 98485.74
PO SEE PAGE 5 OF 5 FOR S IL S\~~-~~NGE 'RAMPS 2984090.35
~ ;
' AREA DETAILS AND EROSfON AND

SHORE SHORELINE OF UPL , ~ it
E ~ ~ ~ G
F NOR M 11, NORMAL WATER ~ O S A: 3 +9 .64{
S .r-' SU R VE 0 SURVEYED 0
M CK I N MCKIM D. - ~O 7 38~ .17 I
A A 0 L SITE = 62,955 SF _ j
o
1.45 ACRES T FENC o a o j . ~9 SHORELINE (UP D)
ABOUT 990 L N AR FEET c ~ )
x EXISTING GRAVEL
_ O~ PARKING AREA
o Q
~ NOTF: DREDGING MALI ENO STATE OF N A
APPROXIMATELY AT STATION
~ Y ~ 42+00. ACTUAL END STATION PARCEL 025 OOZ
P XI ATE XTENT 0 WILL BE DETERMINED AFTER
C RS X 'BEFORE DREDGE' SURVEY IS I BOOK 1025 / P O.3
OO COMPLETED. I
E X~ -3.9 STI -z, /
G P D
r
XO I
i N ?98 ' O.OG N ~esoea
m - ~ m
N ~ ~ ~ ~i N
~p / i 6 ~
~IVc ilVc ~Ih~ ~dc ,IY~ ,4 ~1~. ~ i O ~ 4 ' ~4 X +4 J
O ~ i O ~ ~ O U 0
O / i ~ O ~ i O o 0
/ -2A /
V , ' ~y~ ]IbG ~INL 3I~L ]IbG 1d[ ~ ~ lU~L ~ ~ STA~.36+200
~ !/nf, "-3.62.61.8 Y % V
U / ~ s N 798028. 7 NOTE: SOUNDINGS SHOWN ON THESE DRAWINGS
X 55 R ARE EXPRESSED IN MEAN LOW WATER (MLW).
. o ~ ; ~ i ; > E 29835 .87 ~ M A P E
V 3.3
N DATE 9-~4-zoos REVISIONS S C A~ E
1870 N C 0 N TR 0 L PLAN) DESIGNED sss ,-Z3-ofi ADD CAMA IME. ADJUST - CHANNEL ALIGNMENT
V DRAWN SSS S-H-OB FINAL RE~1510N FOR CAMA MAJOR ~ " ~O' ~ ~ T_ APPLICAl10N SUBMITTAL
HUVVSLH UWN CANAL L PNUJE~; I SHEET:
P.O. BOX 1000, MANTEO, NC 27954 NORTH,
252-475-5628 PHONE [phone] FAX MANTEO, DARE COUNTY, ~RTH CAROLINA 4 OF 5

EXISTING BOTTOM
0 - 0
3 -2 _ -2
J 3 ~-4 - -4~
-6 -6
30 25 20 15 10 5 Q 5 10 15 20 25 30
SYNTHETIC FILTER FABRIC
OVER 6" X 6" WIRE FENCING
SEE SECTION ( )
STA 39+75 STEEL FENCE POSTS 1. PRIOR TO START OF WORK THE CONTRA AT 8 ON CENTER ~ CTOR SHALL OBTAIN THE APPROVED EROSION
MAXIM M CONTROL PLAN. ( U SPACING)
=av~ y"
EXISTING BOTTOM 2. INSTALL SILT FENCE AS SHOWN IN THE PROJECT DRAWINGS AND IN ACCORD 4'`' POSTS SHALL BE ANCE WITH
THE EROSION CONTROL PERMIT. "a~•: 1.33 LB/LIN FT,
0 - 0 MINIMUM 3. REQUEST AN ON-SITE INSPECTION BY DIVISION OF LAND QUALITY, NCDENR.
3 -2 - -2 3 ~•r,.
~ -4 -4 ~ FLOW • •"fw.., 4. THE HEIGHT OF PLACED SPOIL MATERIAL SHALL BE MINIMIZED IN ORDER TO PREVENT
-6 -6 EROSION OF STOCKPILED MATERIAL
30 25 20 15 10 5 0 5 10 15 20 25 30
FLOW 5. FOLLOWING THE PLACEMENT OF SPOIL MATERIAL ON THE SITE INSTALL TEMPORA RY AND/OR PERMANENT VEGETATIVE GROUNDCOVERS (SEE BELOW).
SEE SECTION
STA 34+80 6. THE CONTRACTOR WILL BE REQUIRED TO INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND FOLLOWING ANY RUNOFF PRODUCING RAINS,
7, AFTER ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND ALL AREAS HAVE BEEN STABILIZED, REQUEST APRELIMINARY-FINAL INSPECTION FROM NCDENR.
EXISTING BOTTOM
8, REQUEST A FINAL INSPECTION FROM NCDENR AFTER ALL GROUNDCOVER HAS B ECOME
0 0 FULLY ESTABLISHED. T
3 -2 -2 3
g -4 -4 ~ (NTS)
-6 -6
30 25 20 15 10 5 0 5 10 15 20 25 30
STA 29+70
GRADE: 5' MLW
OVERDEPTH: 6' MLW EXISTING BOTTOM STEEL FENCE POST
TEMPORARY SEEDING MIXTURE
0 _ 0
~ -2 -2 ~ SILT FENCE C( SILT FENCE CONSTRUCTION
~ -4 -4 ~ SEQUENCI SEQUENCE: FILTER FABRIC SPECIES RATE (LB/AC) SEEDING DATES & WWM
-6 -6 ANNUAL RYE 120 AUGUST 25 -MAY 1 1. INSTALL TRENCH ALONG
30 25 20 15 10 5 0 5 10 15 20 25 30 1. INSTALL Tf PROPOSED ALI 'ROPOSED ALIGNMENT OF SILT
~ FENCE. GERMAN MILLET 40 MAY 1 -AUGUST 25 ENCE.
2. INSTALL 5 2. INSTALL 5' STEEL FENCE 24"
STA 24+80 POSTS AT 8' I 'OSTS AT 8' ON CENTER.
3. ATTACH W 3. ATTACH WIRE FENCING (6" X
6" MESH SIZE, " MESH SIZE, MAXIMUM OPENING
EXISTING BOTTOM TO UP-SLOPE 0 UP-SLOPE SIDE OF FENCE
POSTS USING EXTEND MESH 'OSTS USING COATED STEEL WIRE. XTEND MESH INTO TRENCH, PERMANENT SEEDING. MIXTURE
p ~ 0 4. ATTACH GI 4. ATTACH GEOTEXTILE FABRIC
~ ~ (30 /LINEAR 3 -2 -2 3 # 30 #/LINEAR INCH) TO POSTS ON
J ~ J UP-SLOPE SID ~P-SLOPE SIDE OF FENCING AND 1 SPECIES RATE LB AC a tix ( / ) SEEDING DATES
NOT TO SCALE ~ -4 -4 ~ POSTS USING _g ~ ~ _ y OSTS USING COATED STEEL WIRE. „
6 I EXTEND FABRII 30 25 20 15 10 5 0 5 10 15 20 25 30 i 5. AT ALL FF XTEND FABRIC INTO TRENCH. 8 TALL FESCUE 100 - n,;r,t, FEB 15 APR 30
OVERLAP FABF 5. AT ALL FABRIC JOINT ~~N~:'• S, SEPT 1 - OCT 31 OVERLAP FABRIC FOR AT LEAST
ONE POST SP{ 'NE POST SPACING (6 FEET). M
6. BACKFILL 6. BACKFILL TRENCH WITH 4
STA 19+75 EXCAVATED M~ XCAVATED MATERIAL AND NOTE: DUE TO THE NATURE OF THE DREDGED MATERIA L SPOIL SITE, SEEDING
COMPACT. OMPACT. WILL BE ACCOMPLISHED BY MANUAL APPLICATION. F I IT IS DETERMINED THAT
N~TES~ EXISTING BOTTOM FERTILIZER OR MULCHING IS REQUIRED, HAND APPLICATION WILL ALSO BE
1. THE H~RIZ~NTAL DATUM FAR THIS PROJECT IS NAD 1983 (NORTH CAROLINA STATE REQUIRED.
PLANE Cf]f]RDINATE SYSTEM, 1983),
0 0
2. ALL SOUNDINGS SHf]WN IN FIGURE 3 (SHEETS 1 AND 2) REFER TD LOCAL MLW
T 3 -2 -2 ~ AND REFERENCES ARE MADE TD N~AA BENCHMARK E 249 (1949>, LOCA ED IN J J
MANTED NORTH CAROLINA, ~ -4 -4 ~ -6 -6
3, THE VERTICAL DATUM FOR ALL DREDGING ACTIVITY WILL BE LOCAL MLW, A 30 25 20 15 10 5 0 5 10 15 20 25 30
TEMPORARY BENCHMARK WILL BE INSTALLED NEAR PROJECT AREA. (NTS)
4, SOUNDINGS SHAWN IN THESE DRAWINGS WERE OBTAINED IN MARCH 2005, BY
M KIM & CREED USING A 200 KHZ ODOM ECHOSOUNDER AND A DIFFERENTIAL GPS STA 14+70 C ,
POSITIONING SYSTEM,
EXISTING BOTTOM
0 ' 0
3 -2 -2 3 J
i J ~ -4 -4 SPOIL MATERIAL
-6 -6
30 25 20 15 10 5 0 5 10 15 20 25 30 SILT FENCE
STA 10+00 10' MINIMUM
EXISTING BOTTOM
PRESERVE EXISTING UPLAND
0 ~ 0 VEGETATION IN THIS AREA
3 -2 ; -2 3 NOTE: THE 10-FOOT WIDE STRIP OF NATIVE VEGETATION WILL
J-4 -4~ REMAIN IN PLACE IN ORDER TO MINIMIZE THE AMOUNT OF
-6 ' -6 SEDIMENT MIGRATING TOWARD THE SILT FENCE. IF A
30 25 20 15 10 5 0 5 10 15 20 25 30 SUBSTANTIAL AMOUNT OF SEDIMENT ACCUMULATES IN THIS AREA
AFTER A RUNOFF PRODUCING RAINFALL, IT WILL BE REMOVED AND RETURNED TO THE SPOIL PILE,
STA 4+45 (NTS)
9 9-14-2005 REVIS~~NS DATE 0
r l 1870 DESIGNED SSS 1_23_06 ADD CAMA LINE, ADJUST CHANNEL ALIGNMENT
V W
DRAWN SSS 5-8-06 FINAL REVISION FOR CAMA MAJOR
L30VVSER OWN CANAL AL PROJECT SHEET:
~,4' P.O. BOX 1000, MANTEO, NC 27954
STN CAR~~' 252-475-5628 PHONE [phone] FAX MANTEO, DARE COUNTY, NORTI iORTH CAROLINA 5 OF 5