20040144 Ver 1_COMPLETE FILE_20040203

F W A TF
Q /Q micnaci r. nasicy, tiovernur
William G. Ross Jr., Secretary
\OC? pG North Carolina Department of Environment and Natural Resources
vj P- Alan W. Klimek, P.E., Director
Division of Water Quality
Q Coleen H. Sullins, Deputy Director
Division of Water Quality
March 2, 2004
DWQ# 04-0144
Dare County
Town of Manteo
C/o Mr. Fred Featherstone
407 Budleigh Street
Manteo, NC, 27954
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Manteo: a
You have our approval, in accordance with the attached conditions, to place fill in 0.16 acre of non-vegetated
wetlands in order to refurbish 355 feet of existing riprap along the Shallowbag Bay and Dough's Creek waterfront in Dare
County, as described in your application received by the Division of Water Quality on February 3, 2004. After reviewing
your application, we have determined that this fill is covered by General Water Quality Certification Number 3400, which can
be downloaded from our web site at htti):Hh2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA
Permit when issued by the NC Division of Coastal Management. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge,
Water Supply Watershed, Coastal Stormwater and U.S. Coast Guard regulations. Also this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application; for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre; compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the.
conditions listed in the attached certification and the additional conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in
the 401 Certification has been completed;
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur;
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.sLate.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Town of Manteo
C/o Mr. Fred Featherstone
March 2, 2004
Page 2 of 2
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project;
5. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A
NCAC 4B .0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters
(March 1997);
6. Sediment curtains shall be placed in the water around the work area while relocated the existing riprap and
throughout construction of the new riprap bulkhead.
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 conforming 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 Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
Sincerely,
0
/P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett, DCM
040144
MEMORANDUM
TO: John Dorney Regional Contact: stephen lane
Non-Discharge Branch WQ Supervisor: roger thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Manteo County Dare
Project Number 04 0144 County2
Recvd From DCM Region Washington
Received Date 2/3/04 Recvd By Region
Project Type refurbish rip rap along shoreline
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
CAMA esturineO Y _0N F-- 30-21-3 SC T_ 30,151. 0.33
_P5 7Y p N rF- 30-2172 sC HQW 30,151. 1 - ?- r _
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/COnd 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Waro recommends that the 401 certification be issued for the project as proposed with the condition
that BMPs for sediment control during the project be followed and sediment curtains be placed in the
water around the project while relocating the existing rip rap and during construction of the new rip_
rap bulkhead. - SQL 2/24/04
cc: Regional Office
Central Office Page Number 1
A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
January 24, 2004
MEMORANDUM:
TO:
FROM:
SUBJECT
Applicant:

4 01 4:r wETLANDS/ 401 GROUP
Mr. John R. Dorney F
Environmental Biological Supervisor EE ®`? X004
Division of Water Quality QUALITY
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Town of Manteo
Project Location: End of Queen Elizabeth Avenue, off US 64/264, Waterfront Park, Manteo
Proposed Project: Refurbish 355 feet of existing riprap along waterfront with new rock
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by February 14, 2004. If you have any questions regarding the proposed project, please
contact Frank Jennings at 252-264-3901. When appropriate, in-depth comments with 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 agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30%a Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Manteo
2. LOCATION OF PROJECT SITE: End of Queen Elizabeth Avenue, Town of Manteo, off US 64/264,
Dare County, in Shallowbag Bay and Dough's Creek
Photo Index - 2000: 183-2137 (B-9) 1995: 182-1881 (V-5) 1989: 152-5 (M-11)
1984: 114-1570 (S-17) 1978: 83-361 (P-21)
State Plane Coordinates - X: 2986200 Y: 802100 Manteo LIZ, GPS: E010616B
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 6, 2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - December 18, 2003
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Manteo
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E} Wastewater Treatment: Existing - N/A
(F) Type of Structures: Existing - Pier and 70' x 70' platform with a Replica of Roanoke Marsh
Lighthouse, public gazebo, riprap along shoreline, Bicentennial Park
Planned - Refurbish existing riprap
(G) Estimated Annual Rate of Erosion: None
Source - Observation
7. HABITAT DESCRIPTION: [AREA]
DRRDC:FT) FIT.T.FD DISTURBED
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 7100 sq. ft.
Estuarine Waters/Public Trust Area
(C) Other: Upland 7100 sq. ft.
Estuarine Shoreline
(D) Total Area Disturbed: 14,200 square feet (0.325 acres)
(E) Primary Nursery Area: No - Shallowbag Bay; Yes - Dough's Creek
(F) Water Classification: SC - Shallowbag Bay; SC-HWQ - Dough's Creek Open: No
8. PROJECT SUMMARY: The Town of Manteo proposes to refurbish 355 feet of existing riprap along
the waterfront with new rock.
FIELD INVESTIGATION REPORT
Town of Manteo
PAGE #2
PROJECT SETTING
The project site is located off US 64/264 in the Town of Manteo, at the Bicentennial Park at the
end of Queen Elizabeth Avenue, Dare County. Located along the northwest side of the park and
in Dough's Creek are three public piers, two with 28 mooring slips and one with a covered
gazebo. In the approximate center of the park and in Shallowbag Bay is a 245 feet long, 10 feet
wide public pier with 10 mooring slips along one side of the pier and a 70 feet by 70 feet platform
at it's waterward end. The platform was built over an existing concrete platform, which formally
supported a wastewater holding tank. A replica of the Roanoke Marshes Lighthouse is currently
under construction on the platform (see CAMA Major Permit #25-98). Water depth at the
pier/platform end is approximately -5 feet. The shoreline along the park has been stabilized with
varying amounts of riprap that consists primarily of concrete and brick construction debris. This
area is experiencing backfill erosion and is a habitat for rodents, according to the applicant. A
small section of shoreline directly adjacent the main pier has a bulkhead with riprap on the
waterward side. A wooden walkway is located on the southern end of the park, and is constructed
over the riprap shoreline. The surrounding park is sparsely vegetated with lawn grasses and a few
small pines. A town-owned building is located at the end of Old Tom Avenue, adjacent to a public
parking lot on Fernando Street.
The park is bounded on the southeastern property line by a residential lot and on the northwest
side by retail shops and condominiums. The western side of the park is bounded by Fernando
Street and Queen Elizabeth Avenue. The remainder of the park fronts on Shallowbag Bay and
Dough's Creek.
Shallowbag Bay is classified as SC waters and Dough's Creek is classified as SC-HQW waters by
the Division of Environmental Management. Dough's Creek is a primary nursery area designated
by the Division of Marine Fisheries.
DEVELOPMENT PROPOSED
The applicant proposes to refurbish and enlarge a 355 feet long section of existing riprap along the
Town's waterfront. The existing concrete and brick construction debris will be excavated and
placed overboard to create a foundation for the placement of more uniform and smaller riprap
identified as "18-inch NCDOT Class 2 riprap". The foundation will be approximately 20 feet
waterward of Normal Water Level (NWL).
Prior to the placement of the riprap, the banks of Dough's Creek and Shallowbag Bay will be
graded to facilitate the placement of a geotextile filter material and the new riprap.
The applicant proposes to install five timber pilings with hazard to navigation signs approximately
15 feet waterward of the toe of the proposed riprap.
FIELD INVESTIGATION REPORT
Town of Manteo
PAGE #3
ANTICIPATED IMPACTS
The proposed development project will result in approximately 7,100 square feet of Public Trust
Area and Estuarine Waters, Areas of Environmental Concern (AEC), being filled with riprap
material. Approximately 525 cubic yards of riprap material will be placed below NWL.
Approximately 7,100 square feet of Estuarine Shoreline will be disturbed during the construction
of the riprap and grading.
The project will result in increased water turbidity resulting from the bottom disturbance and fill
involved. The turbidity should subside after construction.
The project will create a submerged hazard to navigation in an area of high vessel usage.
Submitted by: Frank A. Jennings, III
Date: January 20, 2004
RECEIVED
Form DCM-M7-1 DEC 1 8 10 .,,? j
STZE
APPLICItil ION,
(To be completed by all applicants)
b. City, town, community or landmark
Manteo - Waterfront Park
1. APPLICANT
a. Landowner:
The Town of Manteo
Name
Address
407 Budleigh Street P.O. Box 246
City Mant o State NC
Zip 27954 Day Phone [phone]
Fax [phone] - -
b. Authorized Agent:
Name Fran Faathprgtnnp
Address Same as Above
City State
Zip Day Phone
Fax
c. Project name (if any) Waterfront Stabilization
NOTE. Permit will be issued in name of lardawrer(s), and/or
project rank.
2. LOCATION OF PROPOSED
PROJECT
a. County II a rp
c. ' Street address or secondary road number
WA
d. Is proposed work within city limits or planning
jurisdiction? X_ Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) allnwlaaCl Ra%4
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.
Existina concrete and brick rubble riprap
alona waterfront will be moved al3d
rpnlarart with NMQJ ('lass 11 rioran
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. The ntunose of the nroiert
will be to remove and replace the existing
rinran shorplinp nroteeflon to Pnhanrp the
visual appearance of the waterfront nark as
wpil ns rpdi Ire the Pfferts of shnrplinP
erosion. Construction will invnlvp the i?sp
nfrrnnypntinnal Pnuinmpnt (i P pxravatnrs
barnes Pt . ) Daily onerations will inrli trip
tourist type activities related to the nark
Revised 03/95
PcNIVED
Form DCM-MP-1
DEC 1 8 2003

200.:

COASTAL. N4ANAGEMENT
"ELIZABETH CITY
m Describe existing wastewater treatment facilities.
4. LAND AND WATER
CHARACTERISTICS
N/A
a. Size of entire tract 1 Acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 3 Feet
d. Soil type(s) and texture(s) of tract
Sand
e. Vegetation on tract N/A
f. Man-made features now on tract Wood viers
g. What is the CAMA Land Use Plan land
classification of the site? (Consulr the local lmtd use plan.)
_ Conservation
X_ Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
B-1
L Is the proposed project consistent with the applicable
zoning? X_ Yes No
(Attach zoning compliance cerrificare, if applicable)
j•
Has a professional
done for the tract?
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? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
archaeological assessment been
Yes Y _ No
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.) N/A
o. Describe existing drinking water supply source.
N/A
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 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
Revised 03/95

Form DCM-MP-1
R IV
DEC 1 R nn?

r-i •7 n SE ; •-i i? 1 1 1?
2: OAb i;r, ;, iIA IAGEMENT
site. Include highway or secondary road (SR)i
numbers, landmarks, and the like. 6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary.
TO ENTER ON LAND
• 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 Harry B. Schiffman
Address P.O Box 48c1
Phone 5-4a ,;e;,-WC 97-954
Name Ray E Hol owell Jr.
Address 0 n Rnx 1411
Phone ,^Y^,°^+°°TCC- 2-7954
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.
Col" 04 At q s]2 4-a S - y S'
• 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
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.
Z0
This is the day of, U 3.
Print Name ?'SE? lr w, i 7' Ski Wid' l`
Signature
Landowner or Awho a Agnu
Please indicate attachments pertaining to your proposed
project.
X_ DCM MP-2 Excavation and Fill Information
- 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 to the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-2
RECEIVED
DEC 1 8 nn JUN, 1
EELIZABETH CITY („??!'''1°H
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 Flaw
Exlsthe Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length width ueptn
1355' 115'
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 120 CY
b. Type of material to be excavated FxiGtinn
concrete/brick rubble rinran
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes XNo
d. Highground excavation in cubic yards 0 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Below the water
surface at the toe of the proposed rinran_
b. Dimensions of disposal area 10' x 355'
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? Yes X_ No
If yes, where?
Revised 03/95
r re%FIV
Form DCM-M ?-2
®k.C 18 )003
COASTAL NAANAGEMENT
e. Does the disposal area include any coastal wetlanc&ZASETH Cliff yes,
(marsh), SAVs or other wetlands? (1)
yes X No
(2)
f. Does the disposal include any area in the water?
X Yes No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes x- No
If yes,
(1) Dimensions of fill area
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 355'
c. Average distance waterward of MHW or NWL
10' -
d. Maximum distance waterward of MHW or NWL
15'
e. Shoreline erosion during preceding 12 months
N/A
(source of informodon)
f. Type of bulkhead or riprap material
?rnnT rl??? II
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap ?(1(l (.Y
(2) Bulkhead backfill
h. Type of fill material Concrete Riprap
i. Source of fill material Existing concrete
rinran nlnno -;hnrolinP
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No

!JUN 1 P3 ' CW4

Amount of material to be placed in the
water pl/?
Dimensions of fill area
(3) Purpose of fill
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? The fill mat .rinl will he
of sufficient density to nrpv .n_ ? t Pro_Sjnn and
a woven aeotextile will be utilized b .n path
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Excavator and barae
c. Will wetlands be cr3ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Town of Manteo
Ap t or Project
Signature
6-/i-G3 -
Date
Revised 03/95
Form DCM-MP4
RECEIVED
0 E C 1. 8 ?nn3
STRUCTURES
(Construction within Public Trust Areas)
COASTAL NANAGEMENT
ELIZABETH CITY
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _. Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(l) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys
(1) _ Commercial .-Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc,)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial --.-Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
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App t or Ve Name
Signature
[;JJLc f b2)
Date
Revised 03/95

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SHALLOWW BAY
APPROX MTE PROPERTY LINE BASED ON
THE SURVEY PFJTEDREEO BY W.Y. YEEKOM
JR *am m=w 7, 1980 (JOB N0.
SHALUMAG BAY
E$. CONCRETE
RUBBLE WPRAP
NORMAL WATER LEVEL
.-r+ ELEV. OJID
V iii?' iso
EMT. PNE
EXIST. CONCRETE
RUBBLE I~
SHALLOWIM BAY
EXIST. CONCRETE
RUBBLE RPRAP -
NDRAL WATER LEVEL (MM)
ELEV. D.DO -
EIIST. YDURNO PILE
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RUBBLE RIPRAP -?
SHALLOWSAG SAY 1
EXIST.
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SKMIDWBAG SAY
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CRAGS PARRY SCNiFVAN
P.D. BOX 480
... y EXISTING CONCRETE MNYIED. NC 27954
EXW. CONC.
TMIIE
COST PARKING LOT

- .
PUMP STATION
.yL
? EXISTING WANHOLE
78M ELEV. 4.301
TOWN OF MANTEO
EXIST. CONC.
VALK
P
,yam
N
".BASS
ADJACENT RPARIAN LANDOWNER:
PA PH HOL OWELL
P.Q. BOX 1411
W1NTE0. NC 27954
EXIST. 2-STORY BLDG.

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WATERFRONT STABILIZATION
MANTEO, NORTH CAROLINA
TOPOGRAPHIC SURVEY DATE: "RY
PROJECT: 2003 -100
M. SHAWN KOOYMAN, P.E.
513 CORAL LANE
EDENMN, NORTH CAROLINA 27932 SHEET 1 OF 3
[phone]
SHIILLOVIBAC SAY
APPROXIMATE PROPERTY LINE BASED ON
THE SURVEY PERFORMED BY W.M. MEEIONS, EXIST. CONC. RUBBLE RIPRAP
JR. GATED AIRUsT 7. 1BBD (JOB ND. SHALL BE REMOVED AND OEPOBIfED
04-353-80) BELOW THE TIMBER SLWACE
w,TI61 1S FEET OF THE 70E OF
r - __ __ - -- THE MEN RPRAP SLOPE
/ INSTA
ONG
t
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-'
\

SHALLOWBAC BAY / LL PL
MC L
LE A, a
is
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TIMBER PILE WAWURNC SIGN ??HB?UL??L B• OM BY IV LOAD/ _
-T-
Rg10ML DER Le4a (gm) 19• - NCODT CLASS 22 RIPRAP EXIST. DOCK
1 PROPOSED NRL WRAP 94ALL BE PLACED 15' MAX
INSTALL 5' DA BY IV LONG T
TIMBER PILE w//WAX NP. SIGN I
Ir - NCODT CLASS 2 RPRAP 1+48 _
EXIST. CONC. RUBBLE RPRAP
SHALL BE REMOVED AND DEPOSITED
1+? °
o is

4 4

BELOW THE WATER SURFACE

TOE OF ?I
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WITHIN
CRASS

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tJL
.f
- .
.
-
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- - i - EAST.
PUMP STA70H
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RPRAP SHALL BE PLACED •
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EXIS
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T

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R
SHALL
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NORMAL MATER LF1EL (NFA.)
+.
PROPOSED NORMAL WATER LEVEL

INSTALL B' OLR Of 15' LONG
TIMBER PILE M/MYMN6 LONG WLK
MDT O BE?osn,RRBED TOW N OF MANTEO
t% ° g
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p
SW1LLowe LG BAY * OOSTNC CONC. CALK T
j
HIORSLAL MATER LEVEL (MIL) -• NOT TO BE DISTURBED
PROPOSED NORMN. IIMTER LLTIEL ' --? D At

IB' - NCOOT CU41 2 RIPMP .
EXIST. CONC. RUBBLE RPRAP
s
IIALL BE REMOVED AND
BELOW OEp06f(ED
T
HE HATER SURFACE `I
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3

-
EXIST .
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INSTALL WTNNO SGN
ON COST. PR1M0
+20
GRASS EXIST. 2-STORY BLDG.
cR'`A
+20

+10
WATERFRONT STABILIZATION

BEGIN RIPRAP MANTEO, NORTH CAROLINA
STA 0+00
SITE PLAN DATe: JuLr1,2DO3
PROJECT. 2003-100
M. SHAWN KOOYMAN, P.E. Srwl F ''''°
513 CORAL LANE
EDENTON, NORTH CAROUNA27932 SHEET 2 OF 3
[phone]
W
2
W
EXIST. PILE
EXIST. DOCK
a
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H ap :,
F
6.30

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IT Aol
-
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70- 2.30
0.30

ti
-
SOTTO SLOPE ELE4 - -0.70
3
;
EXIST. GRADE _
.

-7.;
-9.;

18' - NCOOT CLASS 2
NORMAL WATER LEVEL
ELEV. 0.00
RELOCATED CONCRETE
RUBBLE RIPRAP 1
TYPICAL RIPRAP CROSS-SECTION (STA 0+00)
pre r - W
SLOPE ELEV - 3.30
EXIST. GRADE 1 MI FILTERWEAVE 700 GEOTEXTILE
BOTTOM SLOPE ELEV - -0.70
mrla?Clrl iw1 n?c! m[ pot rw r Aiol w wrm tl
m
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e
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ave mwm 19 we or rrcnos Alm P"L omlormi
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nr Malms ANDIN Ali OOMlraml - mill SUMALE
mm or Clmc C01C MIME ~ >o A.Oar
cwullnE 0 me OF snrc.
RIPRAP INSTALLATION (STA 0+00 - STA 2+84)
1•
Yor m m+c 10, y
,/ DANGER
SUBMERGED
ROCKS
D
D
D
D
0
TOP EXIST, WALL
.may
ELEV. - 2.3
NCOOT CLASS 2 RIPRAP Q
NORMAL WATER LEVEL
I
ELEV. 0.00 MIRAR FILTERWEAVE 700 CEOTEXTILE gout
EXIST. CONCRETE EXIST. GRADE
RUBBLE RIPRAP
.--?
1 3
'
ELEV - -3.2D =
ELEV - -0.70

15' 1AAX gum
.
RIPRAP INSTALLATION (STA 2+84 - 3+55) Z
lar m pac ?
WATERWAY MARKER DETAIL
.al m l?

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Parcel Number: 024782099
PIN #: 988019622421 Contact Info:
Deed Bk/Pg: / TOWN OF MANTEO
Deed Date: // P O BOX 246
Plat Data: PL: SL: MANTEO, NC 27954
Lot: Blk: Sec:
Subdivision: SUBDIVISION - NONE
Location: 0 QUEEN EIJZ.ABETH A VE
Town: MANTEO
Stories: N/A
Bedrooms: N/A
Baths: N/A
Year Built: N/A 23 Lot Number
Land Value: $49000.00 98.1 Lot Dimension
Building Value: $00.00 Previous Line
Canal-Shoreline
Misc. Value: $113800.00
\/\ Easement
Total Value: $162800.00 ® Flood zone a
100 0 100 200 Feet
This map is prepared for the inventory of real property found within this jurisdiction, and Is
complied from recorded deeds, plats and other public data. Users of this map are hereby notlNed
that the aforemetioned public primary Information sources should be consulted for
verification of the Information contained In this map.
DARE COUNTY ASSUMES NO LEGAL RESPONSIMMY FOR THE INFORMATION CONTAINED IN THIS MAP
t

o w ru m
? ?
,
FEE DCM %
M4300 1601-435100093 1625 6253) DWO %
(24300 1602 435100095 2341
Development Type
1. Private, non.commercial
that does not involve
$250 100% (S250) O% (SO)
development
the filling or excavation of any
wetlands or open water areas:
ll. Public or commercial development
t involve the filling or
$400 100%($400) 0% (SO)
that does no
excavation of any wetlands or open
water areas:
Ill. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. s, C, or D
below applies:
iII(A). For Private. non-commercial
If General water Quality
nt
S250 100% (5250) 0%(50)
,
developme
Certirication No.3301 (see attached)
can be applied:
III(B): For public or commercial
if General water Quality
nt
m
$400 100%(S400) 0%(50)
,
e
develop
Certification No.3301 (see attached)
can be appiled:
III(C). If General Water Quality
Cerllficatlen No. 3301 (see attached)

could be applied, but DCM staff

$400
60%(S240) 40% ($160)
determined that additional review and
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
5400 60%(S240) 40% (5160)
Certification Na. 3301 (sea attached)
can not be applied.
Iv. For development that involves
d/or excavation of more
$475 601„ (S285) 40% (5190)
the filling an
than one acre of wetlands and/or
open water areas: