20011272 Ver 1_COMPLETE FILE_20010822

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael Easley, Governor
Bill Ross, Secretary
Gregory Thorpe, Acting Director
11kTTW,J
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 2, 2001
DWQ # 01-1272
Dare County
APPROVAL of 401 Water Quality Certification and ADDITIONAL
Mr. Wade White
P.O. Box 96
Manns Harbor, NC 27953
Dear Mr. White:
You have our approval, in accordance with the attached conditions, to fill 0.02 acres of
coastal wetlands and 0.53 acres of waters to remove old docking and bulkhead, construct a new
dock and bulkhead and perform maintenance excavation at Manns Harbor, as described within your
application received August 22, 2001. After reviewing your application, we have decided that this
fill is covered by General Water Quality Certification Number 3274. In addition, you should get
any other required federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control and Non-Discharge. Also, this approval will
expire when the accompanying 404 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 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 wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 211.0506 (h). For this approval to be valid, you must follow
the conditions listed in the attached certification and any additional conditions listed below.
1. The applicant must conform to all provisions of the SPCC plan on fuel storage and
__. - - - _ _ _ - -disbursement: -. _._ _ ---- -- _ ---- - - - - - - - - -: - - - -
2. Adequate soil and erosion control measures must be installed and maintained in order to
address turbidity issues.
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 Water Quality under Section 401 of the
Clean Water Act and "No Practical Alternatives" determination under 15A NCAC 2B .0259(8). If
you have any questions, please telephone Bob Zarzecki at 919-733-9726 or `Tom Steffens at our
Washington Regional Office at 252-946-6481,
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Page 2 of 2
Sincerely,
Thorpe, PhD
Director
Attachment
Cc: US Army Corps of Engineers Washington Regulatory Field Office
NC Division of Water Quality Washington Regional Office
File Copy
Central Files
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
August 15, 2001
MEMORANDUM:
NCDENR
011272
John R. Dorney, Environmental Biological Supervisor
Applicant: Wade White - Manns Harbor Marina
/ Division of Water Quality
Doug Huggett .
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Project Location: West end of Manns Harbor Bridge, US 64/264 in Manns Harbor, Dare
County
Proposed Project: Replace old docking and bulkhead, perform maintenance excavation and fill in
a canal
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by September 5, 2001. If you have any questions regarding the proposed project, please
contact Frank A. Jennings, III at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This office has no objection to the project as proposed.
- - T is -o ice as no-comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNE DATE
Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
... --.... nw...-....w. e. ...+-... ..-.m...T.. r.- ..-.+•T??f iTT.T /1VTT. fAM 7, ....ir+T 1"T / 111 Q/ T/1[.T /'.lll.i[.TT1TT TA TtTT
MEMORANDUM
TO: John Dorney Regional Contact: Tom Steffens
Non-Discharge Branch WO Supervisor: Roger Therm e
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Wade White: Manns Harbor Marina
Project Number 01 1272
Recvd From DCM
Received Date 8/22/01 Recvd By Region
Project Type bulkhead -& maintenance'
County Dare
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp.' Basin Req.Req.
CAhi \ SM O } O N I 30-20 SA HQW Q,151. 0.02
F-a-tes F_
F-PT ON F__F_1-F_F_I -F_
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 O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Site visit 06SepOl, Recommend ISSUE w/conditions;
Applicant must meet al rules and regulations concerning SPCC on fuel storage ao nd dispensers
Must also have adequate soil and erosion control devices installed
cc: Regional Office
Central Office Page Number 1
DCM % DWQ %
Development Type FEE (143001601,435100093 1625 6253) (243001602 435100095 234 i
?. Private, non-commercial
development that does not involve 5250 100% (5250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
III. 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:
ill(A). For Private, non-commercial
development, If General water Quality $250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%($400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
111(C). if General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60°;° (5240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
lil(D). If General Water Quality
Certification No. 3301 (see attached)
5400
60%(S240)
40%(5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60%(S285) 40% (5190)
than one acre of wetlands and/or
open water areas:
C
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Wade White, Manns Harbor Marina
2. LOCATION OF PROJECT SITE: West end of Manns Harbor Bridge US 64/264, Manns Harbor,
Dare County, on a manmade basin off of the Croatan Sound
Photo Index - 2000: 179-1994 (K-0,8) 1995: 179-1849 (R-S,6; P-R,7)1989: 156-1 (M-Q,14)
1984: 150-530 (K-0,13) 1978: 82A-281 (T-X,17)
State Plane Coordinates - X: 2956100 Y: 801700 Manns Harbor LR
GPS: E020616A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - August 2, 2001
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - July 31, 2001 ®1 1 27 2
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, CW
(C) Water Dependent: Yes
(D) Intended Use: Private, commercial
(E) Wastewater Treatment: Existing - Septic drainfield
Planned - N/A
(F) Type of Structures: Existing - Marina, docks, bulkhead, boatramps, motel parking areas,
restaurant, out buildings
Planned - Marina renovation
(G) Estimated Annual Rate of Erosion: Approximately l'
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
nPPnnPn FTT I FT)
OTHER
(A) Coastal Wetlands 650 sq.ft. canal
400 sq.ft. bulkhead
(B) Public Trust Area/Estuarine Waters 5200 sq.ft. 4800 sq.ft. canal 3288 sq.ft.
2760 sq. ft. bulkhead covered
(C) Estuarine Shoreline 7000 sq. ft. 1 1 11
(D) Total Area Disturbed: 24,098 sq.ft. (.553 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to remove old docking and bulkhead, to construct
new dock and bulkhead, to perform maintenance excavation within the marina basin and to fill in a
canal.
Wade White/Manns Harbor Marina
Field Investigation Report
Page Two
Site Description
The subject property is located immediately west of the US 64/264 bridge over the
Croatan Sound (William B. Umstead Bridge) on the south side of the right of way in Manns
Harbor, Dare County. The property is bounded on the north by US 64/264, on the east by the
Croatan Sound, on the south by a manmade basin and channel, to the Croatan Sound and on the
west by marsh lands. The property area totals approximately 11.36 acres and has varying
elevations that reach a maximum elevation of approximately 3 1/2 ft. above the normal water
level (NWL). The property has been used for spoil disposal several times in the past and the
soils on the property are sand and silt.
The property has approximately 4,325 linear feet (LF) of shoreline on the Croatan
Sound and on the manmade basin and channel. Nearly half of the property consists of coastal
wetlands vegetated with Juncus roemerianus, Distichlis spicata., Scirpus, Spartina patens and
Spartina alterniflora. Other vegetation found on the property includes upland grasses,
phragmites and wax myrtles.
Several canals have been dredged on the property most of which are bulkheaded as is a
majority of the property's southern shoreline. A dock system for approximately 70 boats
exists in the basin immediately waterward of the shoreline. Conditions of the existing
bulkhead, docking and mooring pilings have deteriorated over time due to weather making
some of the dock unsafe. Small repairs have been made over time and riprap has been added
behind the old bulkhead in most areas to prevent erosion. In some areas, the bulkhead has
collapsed or is no longer functioning and coastal wetlands vegetation has established a fringe in
some to these areas.
Other features on the property consist of a motel, restaurant, retail shop, boatramp, fuel
dock, parking areas and several out buildings. Until recently, a portion of the site served as a
trailer park occupied by camper trailers with permanent occupants. The site was not
maintained and fell into a state of disrepair and unsightliness. Several of the trailers became
unsanitary. The new owner immediately had the trailers removed and the site cleaned up.
The owner has done minor repairs to some of the marina docks, bulkhead and parking and
maintenance excavation has been done in the channel area (CAMA Minor Permit #2000-9,
CAMA GP26866A). Other permits issued at the site include D&F 44-74, D&F 528-71, and
D&F 166-70.
The waters of Croatan Sound in this area are classified as SA by the Division of
Environmental Management and the basin and channel waters are closed to shellfishing. The
water depths in the basin and connecting canals and channel range from -1' to -20'.
Development Proposal
In order to prevent erosion and provide a safe mooring and safe docking, the applicant
proposes to remove approximately 767 LF of old bulkhead and 827 LF of old dock along the
existing basin and canal and to install 459 LF of new bulkhead 5 ft. waterward of the old
bulkhead alignment along the basin shoreline. Approximately 452 LF of new 6 ft. wide dock
is proposed to be constructed waterward of and adjacent to the proposed bulkhead. Twenty-
Wade White/Manns Harbor Marina
Field Investigation Report
Page Three
four 4' x 12' finger piers with 58 mooring pilings are proposed to be constructed along the
basin shoreline to create 24 boatslips 10', 12' and 16' wide and up to 35' long. The proposed
bulkhead alignment will cut off an adjacent canal from the basin. The applicant proposes to
fill the canal (approximately 135 ft. long and 35 ft. wide and -2 ft. deep).
The applicant proposes to excavate to a depth of -7 ft. below NWL in the area of
construction of the docks and slips as well as the area of the fuel dock.
Anticipated Impacts
The construction of 459 LF of new bulkhead 5 ft. waterward of the existing bulkhead
alignment will result in the filling of approximately 2,760 sq. ft. of Public Trust Area,
Estuarine Waters Areas of Environmental Concern (AECs) and approximately 400 sq. ft. of
fringe Coastal Wetlands AEC in the manmade basin. Approximately 170 cu yds of fill
material will be placed below water level for bulkhead backfill. Approximately 7,000 sq. ft.
of Estuarine Shoreline AEC will be disturbed by the bulkhead backfill. The construction of
452 LF of new 6 ft. wide dock and 24, 4 ft. x 12 ft. finger piers will cover approximately
3,288 sq. ft. of Public Trust Area, Estuarine Waters AECs in the manmade basin.
The filling of the canal will result in the loss of approximately 4,800 sq. ft. of Public
Trust Area, Estuarine Waters AECs and approximately 650 sq. ft. of fringe Coastal Wetlands
AEC. The bottom of the canal proposed for filling consists of soft silt material and no
submerged aquatic vegetation was observed in the canal or in the basin - location of the
development proposal. Approximately 350 cu yds of fill material will be placed below water
level for canal fill.
The proposed maintenance excavation will result in approximately 5,200 sq. ft. of
bottom disturbance in the Public Trust Area, Estuarine Shoreline AEC and the removal of
approximately 757 cu yds of soft sand and silt material. The applicant indicates that the
bottom material will be excavated by backhoe, deposited on the shore and used for backfill of
the bulkhead and as fill material of the canal. Any extra fill needed will be brought to the site
from an upland site.
Temporary water turbidity will occur during the excavation and construction process.
The removal of the old docks and bulkhead will result in the removal of a safety hazard and
the construction of the new docks will not increase the number of available slips.
Submitted by: Frank A. Jennings, III
Date: August 10, 2001
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
c. Street address or secondary road number
7450 US Hwy 64/264(immediately west of Croatan Sound Bride)
d. Is proposed work within city limits or planning jurisdiction?
X Yes No
Name Mr. Wade White
Address PO Box 96
City Manns Harbor State NC
Zip 27953 Day Phone [phone]
Fax
b. Authorized Agent:
Name Ouible & Associates, P.C.
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Manns Harbor Marina
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
Manns Harbor
e. Name of body of water nearest project (e.g. river, creek, sound, bay)
Croatan Sound
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/orfilling activities.
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?
Commercial
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. See attached Narrative
4. LAND AND WATER
CHARACTERISTICS -
a. Size of entire tract 11.36 Acres (494,844 SF)
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or NWL +/- 3.5'
Revised 03/95
Form DCM-MP-1
d. Soil type(s) and texture(s) of tract
PsB - Psamments - Mostly sand and silt fill/spoil material
e. Vegetation on tract Coastal wetlands upland grasses, phragmites,
waxmyrtles
f. Man-made features now on tract Motel, restaurant, asphalt and gravel
Parking, docks, bulkhead, pilings, boat ramp.
g. What is the CAMA Land Use Plan land classification of the site?
(Consult the local land use plan.)
Conservation Transitional
_ Developed X Community
_ Rural _ Other
h. How is the tract zoned by local government?
Not zoned
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?
(Attach documentation, if available)
m, Describe existing wastewater treatment facilities.
On-site septic system
n. Describe location and type of discharges to waters of the state. (For
example, surface runoff, sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Surface runoff, septic drainfield
o. Describe existing drinking water supply source.
Dare County Public Water System
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'/z" 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.
• 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 Mr. Sidnev D. Jones
Address 5700 Belle Ave., Winston Salem, NC 27105
Phone
Name NCDOT Attn: Mr. Randy Midgett
Address PO Box 426, Manteo, NC 27954
Phone
Name
Address
Phone
Revised 03/95
Form DCM-MP-1
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers, permittee, and
issuing dates.
LNC Dept. of Conservation & Development Permit to Excavate And/or Fill
2.Minor CAMA Permit- Fill and grading of parking lot
3.CAMA GP- Maintenance excavation and bulkheading
• 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 26 day of Jules, 2001 .
Print Name Joseph S. Lassiter, CEP - Agent
Signature 4c
Please indicate attachments pertaining to your proposed project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
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.
Access
channel Approx.
(MLW) or (NWL)
Canal
(Fill)
Boat Approx.
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Bulkhead
B ackfill)
Average Final
Existing Project
i.Pnvth Width Denth Denth

-135' 35' (-)3.5'
bgs 0'
(Fill to
grade)
437' 12' 3' T

459' 5' (-)3' bgs 0'
(Fill to
grade)
bgs: below ground surface
1. EXCAVATION
a. Amount of material to be excavated from below MHW or NWL in
cubic yards -757 cu.yds
b. Type of material to be excavated 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 -0-
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area On-site (see enclosed plat)
b. Dimensions of disposal area See plat and narrative
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? In same area indicated on plan view plat
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?
X Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X -Bulkhead Riprap
b. Length 459 LF (new)
c. Average distance waterward of MHW or NWL
5' from NWL
d. Maximum distance waterward of MHW or NWL
5' from NWL
Revised 03/95
e. Shoreline erosion during preceding 12 months
.1 11
(Source of information) Observation
f. Type of bulkhead or riprap material
Wood and vinyl
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill -170 cu. yds.
h. Type of fill material sand
i. Source of fill material Dredged spoil material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
note: only -100 cu yds. from off-site is needed
If yes,
(1) Amount of material to be placed in the water
-600 cu. yds.
(2) Dimensions of fill area see previous page
and plat (bulkhead backfill & canal)
(3) Purpose of fill Site Siteimprovements/renovation/renovation
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? Erosion and Sediment Control
Plan
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
backhoe
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.
Mann's Harbor Marina
At or Project Name - Joseph S. Lassiter, CEP-Agent
Sb;7_
Sig
Julv 26. 2001
Date
Form DCM-MP-2
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form g.
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) X Commercial -Community _ Private
(2) Number 1
(3) Length 452 LF
(4) Width 6'
(5) Finger Piers X Yes _ No
(i) Number 24
(ii) Length 12'
(iii) Width 4'
(6) Platform(s) _ Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 24
(8) Proximity of structure to adjacent riparian property lines
+/- 400' (See enclosed plat)
(9) Width of water body 230' to 380' in proiect area
(10) Water depth at waterward end of pier at MLW or NWL -3'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or wetlands
(3) Maximum distance beyond MHW, NWL or wetlands _
e. Moori ng buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) x Commercial -Community _ Private
(2) Number 58 pilings
(3) Length
(4) Width
Other (Give complete description) N/A
Mann's Harbor Marina
Aunt or Project Name - Joseph S. Lassiter, CEP-agent
Signature
Julv 26. 2001
Date
Revised 03/95
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial _ Public _ Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with the marina, how
many units or lots are planned and how many are currently
developed? N/A
d.
e.
Check all of the types of services to be provided.
X Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 24
NIA Dry storage
Number of boats 7_
2 Boat ramp(s)
Other (describe)
Check below the proposed type of siting.
Land cut and access channel
X Open water with dredging for basin and/or channel
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example, open runabout,
charter boats, sail boats, mixed types). Open runabout, charter
Boats, commercial crab and shrimp boats
g. Typical boat length 20'
h. Maximum boat length 40'
i. Are any floating structures planned? No
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that will be included
in the proposed project.
X Office toilets
X Toilets for patrons
Number 2
Location Ships Store
X Showers
No Boat holding tank pumpout
Type and location showers in individual motel rooms
b. Describe treatment type and disposal location for all sanitary
wastewater. On-site septic system
c. Describe the disposal of solid waste, fish offal and trash disposal.
NA for fish offal. Trash will be collected and removed by Dare
County in approved containers.
d. How will overboard discharge of sewage from boats be controlled?
Most vessels aer open center consoles. Bathrooms ae available
at Ships Store
e. Give the location and number of "No Sewage Discharge" signs
proposed. -0-
f. Describe the special design, if applicable, for containing industrial
type pollutants, such as paint, sandblasting waste and petroleum
products.
NIA
g. Where will residue from vessel maintenance be disposed of ?
N/A
h. Give the number of channel markers and "No Wake" signs proposed.
One at entrance into basin
i. Give the location of fuel-handling facilities, and describe the safety
measures planned to protect area water quality. See plat for
location. Adjacent to boat ramps
Revised 03/95
Form DCM-MP-6
Describe design measures that promote boat basin flushing ore water
quality impacts.
Future plans for clearing of a shoal at mouth of
entranne channel
k. What will be the marina policy for overnight and live-board
dockage? Not allowed.
1. Is the proposed marina located near any shellfish leases?
Yes X No
m. If this project is an expansion of an existing marina, what types of
services are currently provided?
Mooring, boat ramp, fueling
il. How many slips are now available?
o. Is the marina proposed within a primary or secondary nursery area?
Yes X No
p. Is the marina proposed within an area open to shellfish harvesting?
Yes X No
q. Give the location and number of " Pumpout Available" signs
proposed. A
M,gnn'e I-Iarhnr Marina - In.se2 h R Lassiter CF.P - Agent
Applicant or Project Name
Signature
July 26, 2001
Date
Revised 03/95
PROJECT NARRATIVE (MANN'S HARBOR MARINA)
Subject Property:
The subject property is located immediately west of the US 64/264 bridge over the Croatan Sound
(Umstead Bridge) on the south side of the right of way in Mann's Harbor, Dare County, North
Carolina that is owned by Mr. Wade White. The property is bounded to the north by Highway US
64/264 that is maintained by The North Carolina Department of Transportation (NCDOT). To the
east the property is bounded by open waters of the Croatan Sound with the Umstead Bridge
serving as an access to Roanoke Island. Immediately south of the property is a lagoonal water
body that is hydrologically linked to the Croatan Sound by an entrance channel and partially
serves as the current Mann's Harbor Marina boat basin. Across the channel is a private parcel
currently undeveloped. Lying to the west is highway US 64/264. The subject property is active as
a marina that serves vessels with boat slips and a boat ramp.
Existing Conditions:
The property area totals approximately 11.36 acres that lies on the western banks of the Croatan
Sound just south of the confluence with the Albemarle Sound and north of the Pamlic Sound. The
Croatan Sound is separated from the Roanoke Sound to the east by Roanoke Island. The parcel
occupies approximately 4,325 Linear Feet (LF) of shoreline. Soils here are categorized as
Psamments (PsB) according to the 1992 Soil Survey by the US Department of Agriculture. These
surface soils are mostly comprised of sand and silt generated from locally dredged spoil material
and used as fill.
Several canals have been dredged on the property, most of which are bulkheaded along with the
majority of the southern property shoreline. A dock system and boat basin exists immediately
waterward of the bulkhead parallel to the shoreline. Conditions of the existing bulkhead, docking
and mooring pilings have deteriorated over time due to natural weathering of the wood. A boat
ramp, loading dock and fueling station serve vessels as well as several boat slips that line the
dock. Enclosed structures existing on the property include a motel, restaurant, retail shop and
storage units.
Proposed Conditions
As an effort by the property owner to renovate and beautify the facility, Quible & Associates, P.C.
has been contracted to apply for a required Major CAMA Development Permit that is issued by
the North Carolina Division of Coastal Management. Permitting will be necessary for
maintenance excavation of the boat basin and removal of a portion of the existing bulkhead and
dock. Also proposed is replacement of bulkhead and dock and backfilling of an existing "man
made" dead end canal.
The initial phase of work involves removal of approximately 767 LF of bulkhead and 827 LF of
pier along the current boat basin. Replacement bulkhead will be installed five feet s`'e?wa d of
Normal Water Level (NWL) along the southern corridor of the boat basin and is proposed cut off
the "man-made" canal that is intended to be filled in (see accompanied plat). Approximately 459
LF of bulkhead and 452 LF of new dock is proposed. 24 finger pier and boat slips are proposed
with 58 mooring pilings.
Maintenance dredging is proposed within the boat basin along the new bulkhead using a back hoe.
Spoil material will be used to backfill the bulkhead and to fill the canal, as shown on the site plat.
The soil here consists of sand and silt and will offer good drainage and compaction. Excess fill
material that is necessary to bring the project to proposed grade will come from an approved off-
site, clean soil source. Most fill material will come from maintenance dredging (approximately
757 cu. yds.) and approximately 100 cu. yds. will come from off-site.
ur I

E gR
E
NOTES; S~
PRaPOSEO PEER 1. PROPERTY OWNER: WADE WHITE P.o. Box s MANN
SW MANNS HARBOR, NORTH CAROLINA 27953 HAR R
EXISTING WETLAND FRINGE X128' NE BO 2. PARCEL AREA: 11.36 ACRES (494,844 SF)
20' 3. PROPOSED NEW SUP SCHEDULE (APPROXIMATE):
PROPOS D ADE CROATAN 5 - 16' SLIPS SOUND
~1~L 5 - 12' SLIPS
= FlNAL GRADE APPROXIMATE ~XtSTINPi NDI2MAGWATL`R.LEV~L. ~ 14 - 10' SLIPS
u a N . U.S.6 S. _ z
1 . FILL MATERIAL _ N . 4. BOAT SLIPS PROPOSED: 24 a O_
I< 5. EXISTING SHORELINE LENGTH: 4,325 LF ~
NWL j ~ U 6. EXISTING STRUCTURES TO BE REMOVED AND/OR REPLACED: J• ~
f,.., BULKHEAD: 767 LF ~ DOCK: 827 LF ~
PROPOSED BACKFILL W 7. PROPOSED CONSTRUCTION: U
j BULKHEAD: 459 LF
5' DOCK: 452 LF 8. PROPOSED DREDGING:
TOP OF SUBSTRATE AFTER DREDGING _ AREA: 5,110 SF
PROPOSED BULKHEAD VOLUME OF MATERIAL• 20,440 CU FT (757 CU YD) LL 0~'Q J~F
I a N.T.S. 9. SPOIL PLACEMENT: ~ ~~w ~;~w
BULKHEAD AND CANAL BACKFILL: _ a GI Z WU AREA: 13,322 SF a z pQ ~ o- o~ioa,
~ . ~ O ~ N 10. TOTAL DISTURBED AREA: 27,000 SF N ~ a vi . paw N y o
WMW-O~KF-~ U (INCLUDES BULKHEAD AND DOCK REMOVAL/REPLACEMENT, MAINTENANCE DREDGING, ~ ~ a w<z~a
PROPOSED BULKHEAD 0 - AND BACKFILL AREA) ~ W-a~F~~ N~, ~a
(5' WATERWARp OF EXISTING) _ ~ ocngzc~ 0o i~ o~~qq~~
} ~ Wow aQ5 d ~ ~z~ Woo
0 0~ oo~~s
m ~~m yI o cn5~o~5z~
N.T.S. ~o a o03
NOTE:
PROPERTY BOUNDARY INFORMATION, EXISTING STRUCTURES AND DOCK ALIIGNMENT
OBTAINED FROM W.M. MEEKINS, JR. & ASSOC., INC. (1991)
GRAPHIC SCALE
~ 0 JO 80 12p 210 REMOTE SENSING TECHNIQUES USED FOR DETERMINATION OF EXISTING SHORELINE
AND PROPOSED BULKHEAD AND DOCK LAYOUT
(NOT TO BE USED FOR CONSTRUCTION PURPOSES)
E S G SURFACE WATER ~ n~~~~ . - XI TIN 1 inch = 80 ft.
/ z o
~ to
P SOIL PLACEMENT AREA ~ ~ > ~ ~ W
t! i ~ ~
NOTE: ~ ~ /
A NARROW STRIP OF FRINGE WETLAND EXISTS EXISTS
PROPOSED BULKHEAD ON THE LANDWARD EDGE OF THE EXISTING PING ~ N/~
DETERIORATED BULKHEAD _ NG D.D.T.
/ _ .
~ ~
i~ ~ ~ ~ W
PROPOSED DOCK ~ ~ / ~ / py2~ / r Q
NOTE: NQ ~ _ O T-{ 0j ,
EXCESS MATERIAL TO BACKFILL THE DEAD END CANAL R ~ _ . /
AND THE AREA BEHIND THE PROPOS ULKH A WI EO B E D LL
MAINTENANCE DREDGE AREA COME FROM AN APPROVED OFF-SITE, CLEAN SOIL SOURCE / I Z -
~ ~ .
J
~ _ a
~ ~ O ~ . cnv
WETLANDS ~ TLA~ SINE _ O
A~O_ - ~ z i - - V Y
~ ~ Q
_
rte, ~ O x _ W
NORMAL WATER LEVEL NWL ` ~ ~ sllic _ , z o
~ ~ ~
~ NOTE: PROPOSED BACKFILL OF E ' a j F..~ ~ BACKFILL OF EXISTING ~ ~ 3
x I~ APPROXIMATE MEAN WATER DEPTH ~ •MAN MADE' DEAD END CANAL i ~ ~ ~D END CANAL ~ _ slut s~ _ _ o ~ ' 'IUt
i ~ ' ~ o l~ ~ a
l ' ,FLOOD ZONE; A5
~ i ~ / FRIN6E WETLAND ~ BASE FLOOD = l A' ~
~ _ _ ~ FLOOD ZONE: A5 _
i / ~ ~X15SIN f ~ ~ ' BASE FLOOD = 8.0'
~ y; . '...''i ~ SHED / ! r.:., i ~`t.: z
/ ~ ,i.. ~t~~ , sW. W O ~ slVc U
/ ~ ~ 1~.~
/ / X15SING EXI5T1N6 BULKHEAD AND DOCK ,..r , slut _ w z ~
~ N~ Cf0 BE REMOVED) i. ,tANftl„ . r / TPA IL .~~.F, EKISTING DOCK XISIING DOCK _ ~ ~ _ q z
~A ' (TO BE REMOVED) / / PROPOSED BULKHEAD ALIGNMENT '.,_F~. ' 0 BE REMOVED) c 1 ~ , 4 ~ N ~ ~
/ 1 y / (5 WATERWARD OF NWL ALONG BOAT BASIN) ,,f f _ _ ti q _ z
,f~. _ ~ _ _ U~
a ~9%•yO ~ROPOSED BULKHEAD AND DOCK REPLACEMENT ' / ~y •y1 _ ~ s~lc - ~
/ ~R EXISTING DOCK °`0~• I,,Ip _ - - _ z ~ z
~ ~`v - I ~d . z _ a
~ _ , / ~ ~ ~~NO Vim e,z_, m ~ ~ ~ ,E~15 g 4 . _ _ s1llt o a
. s~ ~ ~ .
o ~ 2 c / ~ j ~ ~ ~ _ , DOCK, TO B~ REMOVE o ~ 4 • _ . ~ '
t \ C 3; x ~ ~ _
n Y ~ PROPOSED MAINTENANCE DREDGIN _ _ < a _ x 7 / 5,~~`~j ~ ~ , g - BOAT BASIN ~ \ N ~
_ - . ~ 2
/ ' ~ ' _ ~ slut
o _ h _ PROP03ED REPLACEMENT DOCK (B' WIDE.) . o / / ,J 4 x ~ ~ _ 4~x
' i ,
l ~ ~ ~ i .r-~ _ z6
o ~ ~ OCK O. BE.REPL e~ ~ ~ ~ _ _ X _ _ , . - . , 4• , _ / COMMISSION NO.
/ ~ / ii 8 _ _ . r~ l q 5' _ x,_ - 3~ 3' x ~ _
~ ,.__ti - 4 _ _ ~ : , _ _ ~ _ DESIGNED 8Y
• OTE:_BOALBAMP.. MID _ , 6'._.., _ _ _ 8' x --i~. _ ~ / i ~ ULKHEAD BEING REP BY ~ _ - , _ . 8, _ _ _ _ 4x _ _ ~ JSL slut
L „ _ DRAWN BY
, _ shit
2' x _ CHECKED BY _ ~ _
D ~ ~ ~ tti • • \ ` ' 2' JSL . _ x ~
. .J x2 o , _ _ _ _ _ _ _ ~ - _ __.3'x ISSUE DATE
_ _ . 7-27-01
x
' SIDNEY D. JONES ~ . - D. JONES _ _ _ , _ SHEET N0.
r x
Q
N/1=
SIDNEY D. JONES
r ;
DRAWING FILE: P01007
_i PLOT SCALE 1" 60' OF Z SHEETS