20021344 Ver 1_COMPLETE FILE_20020822

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SECTION 404 WETLANDS TO BE IMPACTED (400 SF) SEIVED
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a COASTAL WETLANDS TO BE IMPACTED (385 SF) AUG 1 9 2002 ~I.
0 ® PROPOSED BOAT RAMP COASTAL MANAGEMENT AH CITY
FLOT'31 I I Lar32' x 23 EXISTING WATER DEPTHS
a
a I I , 7/21/02 REVISED AS PER DCM COMMENTS DAD E
2 6/19/02 REVISED AS PER DCM COMMENTS DAD COPYRIGHT © 2002 CAMA MAJOR DEVELOPMENT PERMIT PLAT
o OUIBLE AND ASSOCIATES, INC. m
O1 THIS DOCUMENT IS THE PROPERTY OF
QUIBLE AAR A.<1 ASSOCIATES, INC., ALL m APHC SCALE PRODUCTION ION OF THIS R POSSESSION ® WIND 0 VER WA VES L. L. C.
m SCALE NO. DA IE DESCRNDON BY n 0 15 30 80 WITHOUT PRIOR PERMISSION OF T 4 SALVO KI NAK T TW P. AR COUNTY NORTH CAROLINA
nW~wr er DAD ws 41111102 OUIBLE AND ASSOCIATES, INC. WILL °i CONSTITUTE VIOLATION OF COPYRIGHT
m m I I , LAWS. VIOLATION WILL SUBJECT ~ atnsn Wr. aeaAra na: 99066CAMA TO LEGAL ACTION Quible & Associates, P.C.
0 1 inch = 30 ft. ,a w: p94M6 CERTIFICATION 'IFICATION P.O. o ENGINEERING * PLANNING ENVIRONMENTAL SCIENCES
i

\o?0 F NATF Michael F. Easley, Governor
9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
U1 r Alan W. Klimek, P.E. Director
> -11 Division of Water Quality
o ?
Windover Waves, LLC
C/o Doug Dorman
P.O. Box 1877
Kill Devil Hills, NC, 27948
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Dorman:
October 15, 2002
DWQ# 02-1344
Dare County
You have our approval, in accordance with the attached conditions, to fill 0.028 and shade 0.024 acre of coastal wetlands and
estuarine waters in order to install a boat ramp and courtesy dockage along the shoreline of a tributary to the Pamlico Sound in the
Windover Waves Subdivision in Dare County, as described in your application received by the Division of Water Quality on August 22,
2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3371,
which can be downloaded from our web site at http://h2o.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 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 condition
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.
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 or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Quible & Associates, P.O. Drawer 870, Kitty Hawk, NC, 27949
Sincerely,
limek, E.
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
021344
Customer Service
1 800 623-7748
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WQ Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Windover Waves, LLC County Dare
Project Number 02 1344 County2
Recvd From APP Region Washington
Received Date 8/22/02 Recvd By Region
Project Type boat ramp / dockage
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CA-MA rOTHFT-0 N ?
F 30-22 SA ?r30,155. r _005F_ r? F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? O Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1

I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Wind Over Waves, L. L. C.
2 LOCATION OF PROJECT SITE: Adjacent to NC 12 on Otter Way, Wind Over Waves Subdivision,
Waves, Dare County, man-made canal which connects to the Pamlico Sound
Photo Index - 2000: 174-2053, G 17; 1995: 174-1796, H 11
State Plane Coordinates, X: 3049000; Y: 679000 GPS C052412A
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - July 12, 2002
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received Complete - August 2, 2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Coastal Shoreline, Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - vacant lot; Planned - none at this time
(F) Type of Structures: Existing vacant lot; Planned - boat ramp & courtesy dockage
(G) Estimated Annual Rate of Erosion: na
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
uxrl' A V A 7'TlIAT ri TT T cuenTNV
(A) Coastal Wetlands 1,050 sf, .(.024 A) 100 sf. (.002 A)
(B) Public Trust/Estuarine
Waters 200 sf. (.004 A) 960 sf, (.022 A)
(C) Upland / Coastal Shoreline 900 sf, (.020 A)
(D) Total Area Disturbed: 2,10U st., U.U4tS A
(E) Primary Nursery Area: No
(F) Water Classification: SA; closed to shellfish harvest
8. PROJECT SUMMARY: This project involves the installation of a boat ramp and courtesy dockage along
the shoreline of a tributary to the Pamlico Sound in Wind Over Waves Subdivision in Waves, Dare
County.
Wind Over Waves, L. L. C., Dare County
FIELD INVESTIGATION REPORT

Page 2 7
Proiect Settiniz
The application site is located between lots 24, 33 and 35, one block west of NC 12 at the end of
on Otter Way, Wind Over Waves Subdivision, in the Village of Waves, Dare County, along the
easement to a small coastal creek that connects to the Pamlico Sound. Otter Way is a paved cul-
de-sac. Several large homes are being constructed in this subdivision and in the vicinity of the
proposed project. This property is a vacant lot with no improvements. According to the platwork
and application submitted, the site consists of a 29,007-sf lot, with over 700-1f of shoreline along a
small coastal creek and the Pamlico Sound. The submitted platwork and North Carolina General
Warranty Deed provided with the CAMA application indicate this property is owned by Wind
Over Waves, L. L. C. of Kill Devil Hills, NC. The submitted platwork indicates that the
proposed development is located within a 30-ft easement. However, the submitted North Carolina
General Warranty Deed does not describe or mention this easement area. The application lists
properties owned by David P. Farrow and Valerie A. Reese, lots 24 and 35, respectively as the
adjacent riparian property owners. A review of the submitted application platwork indicates that
the property owner of lot 33 may also be an adjacent riparian property owner, or may be the
correct adjacent property owner instead of lot 24, owned by V. A. Reese. The owner of lot 33 is
BGR development (i. e., Billy G. Roughton) and is a related partner to the Wind Over Waves, L.
L. C. In this regard, the applicant's agent notified V. A. Reese as the next adjacent riparian
neighbor to the proposed development.
This lot has a level grade and has a reported elevation of 3.5-ft above the NWL. The soils on this
lot are sandy with organic-hydric type soils found between the shoreline and a distance of 10 to
20-ft from the shoreline. This lot is vegetated in both upland grasses, as well as many facultative-
wet and obligate wetland plant species. Much of this parcel is vegetated with Spartina patens. The
entire shoreline of the parcel is vegetated in coastal wetland fringe. Some `404' wetland
vegetation is located along the landward portions of this coastal wetland fringe. The coastal
wetland fringe varies in width between 2-ft and more than 30-ft, and is much narrower along the
south side of the creek. The eastern side of the parcel is vegetated in a thick wetland fringe that
includes Juncus roemerianus, Spartina alterniflora, Scirpus spp., and Spartina patens. This fringe
extends in a northeast direction off the parcel and into the adjacent lot 33. Due to wind tides, these
wetlands receive regular flooding from the connecting waters of the Pamlico Sound. These
wetlands have also been recently impacted by aggressive mowing that resulted in land disturbance
that actually resulted the grade along the shoreline being lowered in some areas. Upland plant
species on the parcel include wax myrtle, live oak and eastern cedar. No water dependent
structures are located on this or any immediately adjacent properties. A community walkway and
dock-platform are located approximately 400-ft south of this site.
The creek width varies between 60 and 80-ft, and has an approximate length of 300-ft. The water
depth in the creek varies between NWL and 3.5-ft, and the average depth is about 2.0-ft below the
NWL. The slope is gradual at the east end of the creek from NWL to about 1-ft at a distance of 5-
ft offshore. The water bottom consists of predominately sand with some organic material. Some
areas of submerged aquatic vegetation were observed along the water bottom of the creek during
the application site visit. Available records do not indicate any previous dredging or below NWL
excavation along this tributary. .
Wind Over Waves, L. L. C., Dare County Page 3
FIELD INVESTIGATION REPORT
The waters of this tributary carry the same water classification as the Pamlico Sound. The North
Carolina Environmental Management Commission has designated these waters as `SA' waters
(suitable for shellfish propagation and harvesting); however, the waters in this vicinity are closed
to the commercial harvest of shellfish. The North Carolina Marine Fisheries and Wildlife
Resources Commissions classify the waters of the Pamlico Sound as Coastal Waters. During the
site investigation, no shellfish were observed along the water bottom in the vicinity of this project.
Juvenile finfish were observed within the waters and wetlands along the shoreline, as well as some
crustaceans and shore birds.
The Coastal Resources Commission (CRC) has also designated these waters as Estuarine Waters
and Public Trust Areas of Environmental Concern (AEC). Also under the designation of the
CRC, a Coastal Shoreline AEC extends in a contour of 75 ft landward of the NWL. The CRC has
also designated coastal wetland vegetated areas, like the one described above, as a Coastal
Wetland AEC.
Project Description
Wind Over Waves, L. L. C. is the applicant for this CAMA Major Permit application. The
application proposes to construct a concrete boat ramp, and shoreline and courtesy dockage along
the shoreline creek portion of the parcel. The facility will be for the private use of the subdivision
residents and their guests.
A concrete boat ramp is proposed along the southeastern corner of the parcel, and will connect to
Otter Way with a drive from the street to the shoreline. The over all length of the boat ramp and
its approach drive will be a total of 97-ft long, and will be 20-ft wide. The ramp will extend
approximately 10 ft into the waters of the creek. According to the submitted platwork, the water
depth at the proposed end of the ramp will be 3.0-ft below the NWL. No return walls are
indicated on the submitted platwork for the ramp. This application does not propose any fill,
excavation, or shoreline stabilization to construct, align, or protect the ramp gradient.
The applicant also proposes to construct two 6-ft wide docks adjacent to the proposed ramp. The
dock to the north of the ramp is configured as an `L' tilted 90 degrees clockwise with 10-ft of the
structure aligned along the ramp, and 40 -ft of the dock aligned along the shoreline to the north.
The dock to the south of the ramp will have a 22-ft long section adjacent to the ramp that will
extend out into the creek to the end of the ramp, and then turn counterclockwise to the west. This
section of the dock will be aligned along the shoreline, extend about 6-ft beyond the NWL, and
will be approximately 130-ft long. This portion of dockage will be within the riparian setback of
lot 35.
This proposal does not include any excavation of the adjacent water bottom areas.
Wind Over Waves, L. L. C., Dare County Page 4
FIELD INVESTIGATION REPORT
Antidp& Impacts
The boat ramp alignment is proposed to cross the existing coastal wetland fringe. The ramp will
transect a portion of the existing coastal wetland fringe that is more than 15-ft in width. Since this
wetland fringe was recently disturbed, and is currently being restored through a DCM Notice of
Violation and Restoration Agreement, it is difficult to estimate the current fringe width, but the
area directly adjacent to the proposed ramp location has an existing wetland fringe well over 20-ft
in width. Estimating the proposed ramp location has a wetland fringe 30-ft in width (the platwork
shows 40-ft), and using a ramp impact width of 35-ft (based upon a diagonal measurement across
the proposed ramp area), the ramp will displace over 1,000-sf of coastal wetland vegetation, and
the habitat within this area. In addition, this proposed development would likely impact the
adjacent remaining coastal wetland fringe. The current ramp location would probably also result
in future dredging proposals to deepen the creek, especially in the eastern-most end of the creek.
The proposed courtesy dockage and walkways will also result in some shading (960-sf) of the
coastal wetland fringe, but most of this dockage will be aligned slightly waterward of the NWL. If
these structures are elevated at least 3-ft above the wetland substrate, the resulting shading should
not significantly impact these wetlands. The ramp will result in the placement of 200-sf of fill
within the Public Trust Area and Estuarine Waters-water bottom habitat. The boat ramp will also
result in the placement of about 4-cy of fill (concrete slab) below the NWL. The overall land
disturbance within the Coastal Shoreline, associated with the boat ramp structure will be
approximately 900-sf. This project, as proposed, will impact over 2,100-sf of Coastal resources
within the Estuarine System.
An inspection of mapping data on cultural resources revealed that an archaeological or cultural
resource site has been recorded on the available maps in the vicinity of this project. It is
important to note that Hatteras Island has a rich heritage in cultural resources, and these maps
have not been updated in at least 10 years. The potential for the discovery of additional cultural or
historical resources is possible.
The proposed boat ramp and dockage, although within an `easement', will be within 15-ft of the
adjacent properties. This project, as proposed, may infringe upon these adjacent riparian
landowners Public Trust Area uses. The ramp structure, as proposed in this application, will also
cross and be located near the widest portion of the coastal wetland fringe along the shoreline of
this parcel. If the ramp were located in an area where the fringe is only 2-3-ft wide, the wetland
and habitat loss impacts would be reduced. This would also locate the ramp farther away from the
remaining marsh area that is currently being significantly impacted by the adjacent subdivision
development.
Submitted by: Dennis W. Hawthorn
Date : August 19, 2002
PROJECT NARRATIVE
Windover Waves, LLC LAMA Major
Waves, North Carolina
The purpose of this document is to provide a narrative description of the proposed project. The
subject property is an approximately 29,907 sf parcel of land located at the end of Otter Way adjacent
to the Pamlico Sound in Waves, Dare County, North Carolina.
The project proposes the construction of a boat ramp and 208 linear feet of dock for the private use of
the residents within the Windover Waves subdivision. The proposed boat ramp will be located in the
open space of Phase 1 in the Windover Waves subdivision and accessed through an easement located
between lots 33 and 35.
The boat ramp access will begin at the edge of the existing asphalt and a concrete ramp will extend into
the adjacent waters approximately 20' to reach the adequate water depth for boat launching and
retrieval. A total of 785 sf of wetlands are to be impacted by the boat ramp of which 385 sf are coastal
wetlands. The remaining 400 sf are section 404 wetlands and a nationwide permit will be obtained
from the US Army Corp of Engineers to fill these wetlands. The reinforced concrete ramp and drive
aisle will be set on top of the existing grade and the filled used for the drive aisle to the ramp will consist
of sand and gravel which will also be placed over the existing grade. The existing water depths are of
sufficient depth therefore no excavation is being proposed at this time. All docks proposed are 6 ft.
wide and will serve as temporary docking area for boats being launched and retrieved from the boat
ramp. The boat ramp is to be used by the residents within the subdivision therefore no parking is being
proposed at the facility. Boats will be launched from the boat ramp and vehicles will be parked at there
respective homes until needed.
The orientation of the proposed boat ramp has been positioned in such a way that tries to minimize
impacts to coastal wetlands and at the same time access the deeper waters within the creek. The
enclosed plan view and cross-sections show in detail the proposed layout of the boat ramp and dock
configurations as well as any impacts to coastal and 404 wetlands.
e%.
AUG 2 20n?
COASTAL MANAGEMENT
ELIZABETH CITY
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Waves
a. Landowner:
Name Windover Waves, LLC
Address PO Box 1877
City Kill Devil Hillls State NC
c. Street address or secondary road number
Adi cent to NC 12 on Otter Way
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pamlico Sound
Zip 27948 Day Phone [phone]
Fax [phone]
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Quible & Associates, P.C.
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a boat ramp and temporary dockingfor
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Wind Over WavesBoat Ramp
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
Revised 03/95
small boats.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? 04#"Y_i1- Pat kn
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 boat ramp is for the private use of property
owners in the existing subdivision. Piers to be used as
temporary docking during launch and retrieval of boats at
proposed ramp The boat ramp is to be used for residence
and guests of the Windover Waves subdivision. The
proposed boat ramp will provide an access to the Pamlico
Sound for residence of the subdivision.
'1%'D
AUG 2 2002
COASTAL MANAGEMENT
ELIZABETH CITY
Form )CM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 35.57 Acres
b. Size of individual lot(s) 29,007 sf
c. Approximate elevation of tract above MHW o t?)
3.5'
d. Soil type(s) and texture(s) of tract
DtA Ducston fine sand, CoB Corolla fine sand
e. Vegetation on tract Jar7.crts roenier•a.nr
7''rt7)11a lati.folla 011P9•clts c1,7 11 ,cYi.c0 11 .us.
JurripcrIIS vir(7 irziana., Spa.i°tiItu pa.lerrs.
Pl rrrt. ct m i, l P S a u.s t ra.l i. s.
S7)a,rtina. alternaflora..
f. Man-made features now on tract N/A
What is the CAMA Land Use Plan land classification
of the Site? (Consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Residential Development
is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance cent{ icate, 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
Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404 wetland
If yes, has a delineation been conducted? Yes
(Attach documentation, rfavailable)
m. Describe existing wastewater treatment facilities.
No wastewater facilities associated with project.
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
o. Describe existing drinking water supply source.
Public 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 %" by 11 " white paper. (Refer to Coastal Resources
Commission Rule 710203 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.
Revised 03/95
Form DCM-MP-1
t
• 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 Valerie A. Reese
Address P.O. Box 88 Rodanthe, NC 27968
Phone N/A
Name David P. Farrow
Address P.O. Box 181 Manteo, NC 27954
Phone N/A
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.
General Permit issued for community dock on Pamlico
Sound.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
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
cormection 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 10 day of July 2002 .
Print Name Doug Dorman, Authorized Agent
Signature ?.,.-??, v4?...?..?.,?---
Landoel__I?ror Authorized Agent
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
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
r'' 777
,r, V FV 'ED
AUG 2 2002
COASTAL MANAGEMENT
ELIZABETH CITY
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.
Average Final
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth

65' 20' 2.5' 2.5'

Revised 03/95
AUG 2 2002
COAELA A,BETH CITY
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards No excavation
proposed. Ramp will be set on existing grade.
b. Type of material to be excavated NA
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? - Yes No
NA
d. High ground excavation in cubic yards NA
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area No excavation proposed.
b. Dimensions of disposal area
c. Do you claitn title to disposal area?
Yes No NA
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes _ No NA
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands? NA
Yes No
f Does the disposal include any area in the water?
Yes No NA
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization NA
Bulkhead Riprap
b. Length NA
c. Average distance waterward of MHW or NWL
NA
d. Maximum distance waterward of MHW or NWL
NA
e. Shoreline erosion during preceding 12 months
NA
(Source of information)
f. Type of bulkhead or riprap material NA
g. Amount of fill in cubic yards to be placed below water
level NA
(1) Riprap
(2) Bulkhead backfrll
h. Type of fill material NA
i. Source of fill material NA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site'?
X Yes No
If Yes,
(1) Amount of material to be placed in the water
4 Cubic yards
(2) Dimensions of fill area 203 sf. Dimensions
vain see enclosed plat.
(3) Purpose of fill To provide base for boat
ramp.
b. Will fill material be placed in coastal wetlands (marsh),
SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area Size varies (385 SO
see enclosed plat
(2) Purpose of fill to provide base for boat
ramp.
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? Silt fence will placed around the
perimeter of the work area.
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Backhoe, bulldozer, grader
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.
Doug Dorman, Agent for Windover Waves, LLC
Applicant or Project Name -
Signature
July 10, 2002
Date
?15uQ?V
t J u5•.? k?' dv.:;114411 E AUG 2 2002

COASTAL MANAGEMENT
[revised 03/95 ELIZABETH CITY
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
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 zCommunity \ Private
(2) Number
(3) Length 208' total
(4) Width 6'
(5) Finger Piers _ Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian
property lines 758' to the north, 3,473' to the
south.
(9) Width of water body 45' avg.
(10) Water depth at waterward end of pier at MLW
or NWL 2.0'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2)
(3)
Average
wetlands _
Maximum
wetlands
c. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
Mooring structure (boatlift, mooring pilings, etc.)
(1) _Con-unercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Doug Dorman, Aeent for Windover Waves, LLC
Applicant or Project Name
Signature
? off
Julv 10. 2002
Date
`r E®
AUG 2 2002.
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
N/A
distance from MHW, NWL or
stance beyond MHW, NWL or
COASTAL MANAGEMENT
ELIZABETH CITY
wised 03/95

?LL
DCM % own %
Development Type FEE (143001601 [phone] 6253) (24300 1602 435100095 2341
1. private, non-commercial
development that does not Involve
5250
100% (5250) 0°i6 (SO)
the filling or excavation of any
wetlands or open water areas:
II, public or commercial development 0% (SO)
that does not involve the filling or S400 100% (5400)
excavation of any wetlands or open
water areas:
Ill. For development that involves the
filing and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine it A. S. C, or D
below applies:

III(A). For Private, non-commercial
development, if General water Quality
5250
100%(S250)
0% (SO)
Certification Ne.3301 (see attached)
can be applied:
MMMWMWMMWW?
ill(8): For public or commercial

0% (SO)
development, If General water Quality $400 100%(5400)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
5400 60%(S240) 40% (S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) S400 60% (5240) 40% (S160)
can not be applied:
IV. For development that involves
the filing and/or excavation of more
5475
60°6 (S285)
40% (5190)
than one acre of wetlands and/or
open water areas: