20021450 Ver 1_COMPLETE FILE_20020910

o f WArF9 Michael F. Easley, Governor
`Ott QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
> -i Division of Water Quality
i
i
October 15, 2002
DWQ# 02-1450
Dare County
Mr. Eugene P. Flynn
700 Skipjack Lane
Kill Devil Hills, NC, 27948
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Flynn:
You have our approval, in accordance with the attached conditions, to fill 0.027 and shade 0.02 acre of vegetated and non-
vegetated wetlands in order, to construct a bulkhead, pier, dwelling, driveway and septic system on your property in Dare County, as
described in your application received by the Division of Water Quality on September 10, 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
htto://h2o.enr.state.nc.us/newetiands . This Certification allows you to use your CAMA Permit when issued by the NC Division of Coastal
Management. In addition, ypu 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.
l
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
i
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

021450
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
Customer Service
1 800 623-7748
MAJOR PERMIT
FEESCHEDULE
i
DEVELOPMENT TYPE
I. ?
I
Private, non-commercial
development that ',does not
involve the filling or
excavation of any wetland or
open water areas:
II.
Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
III.
Development involving the
filling and/or excavation of
up to 1 acre of wetlands
and/or open water' areas,
determines if A, B, C, or D
below applies:
III. (A)
Private or non-commercial:
If General Water Quality
Certification No. 3301 can
be applied:
III. (B)
Public or commercial
development: If General
Water Quality Certification
No. 3301 can be applied:
,f
III. (C)
If General Water Quality
Certification No. .3301
could be applied, but
DCM staff determines that
additional review and
written DWQ concurrence
is needed because of
concerns related to water
quality or aquatic life:
III. (D)
PROJECT NAME: mzw6 ?1?l? DEVELOPMENT TYPE: P
FEE DCM % of FEE DWQ % of FEE
$250.00 100% ($250.00) 0%($0)
$400.00 100% ($400.00) 0%($0)
$250.00 100% ($250.00) 0%($0)
$400.00 100% ($400.00) 0%($0)
$400.00 60% ($240.00) 40% ($160.00)
If General Water Quality $400.00 60% ($240.00) 40% ($160.00)
Certification No. 3301 can
not be applied:
IV. For development that
involves the filling and/or, $475.00 60% ($285.00) 40% ($190.00)
excavation of more that f
acre of wetlands and/or
open water areas:
GPS ROV File #: D081615A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAMES: Eugene Flynn
2. LOCATION OF PROJECT SITE: The physical address of the applicant's property is 100
Sunrise Lane, Swan View Shores, on Colington Island, Dare County.
Photo Index,,- 2000: Not Available 1995: Not Available 1989: 1-13-1 F101984: 137-498 F14
State Plane Coordinates - X: 2 974 975 Y: 834 400
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- August 16, 2002
Was Applicant Present - Yes (Applicant's Agent)
5. PROCESSING PROCEDURE: Application Received Complete -August 22, 2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Coastal Shoreline- EW, CW & ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - Septic
(F) Type of Structures: Existing - Riprap shoreline
Planned - A new bulkhead, a pier w/ platform and a gazebo, a
dwelling and associated infrastructure
(G) Estimated Annual Rate of Erosion: None
Source - Application and site inspection
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED SHADED
(A) Vegetated Wetlands: 1,147sf 404
60sf Coastal
(B) Non-Vegetated Wetlands: losf 889sf
Shallow Bottom/Estuarine Water
(C) Other: High Ground 12,793sf
(D) Total Area Disturbed: 14,899 square feet (0.34 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant Eugene Flynn proposes to construct 80 linear feet of
bulkhead a maximum distance of 2' waterward of normal water level, construct a 5'x 120' pier with
a platform and gazebo; construct a dwelling, a driveway and a septic system at 100 Sunrise Lane,
Swan View Shores, Dare County. Approximately 1,147sf of Section 404 Wetlands, and 60sf of
Coastal Wetlands, will be filled in conjunction with the project.
Eugene Flynn
Field Report
Page 2
PROJECT SITE
The applicant's property is located at 100 Sunrise Lane, in Swan View Shore, on Colington Island,
Dare County. The property is 26,255sf in area with three pockets of Section 404 Wetlands totaling
2,132sf, and an intermittent Coastal Wetland fringe of salt meadow hay (Spartina patens) approximately
60sf in area. Other vegetation found on the site includes, but is not limited to, live oak (Quercus
virginiana), loblolly pine (Pinus taeda), poison ivy (Toxicodendron radicans), common reed
(Phragmites communis), soft stem bulrush (Scirpus validus), groundsel tree or groundselbush
(Baccahris hamifolia), greenbrier (Smilax bona-nox), wax myrtle (Myrica cerifera), and red bay (Persa
borbonia).
The property is a heavily vegetated rectangular lot with approximately 80 linear feet of shoreline,
located adjacent to a street cul-de-sac. The average elevation of the lot is approximately three feet above
normal water level and is within a designated AE (EL9) Flood Zone. On the northwest and southeast
sides of the property, there are developed residential lots, and to the southwest is the Albemarle Sound.
The shoreline along the applicant's property has a distinct erosion escarpment with a riprap
alignment one to two feet waterward of the escarpment. The rock alignment was placed at and landward
of NWL. Riprap along the property has a low profile with a base width of only three feet. There is
evidence of little to no erosion landward of the riprap alignment. According to the application, water
depths adjacent to the applicant's property are approximately three feet 120' waterward of normal water
level (NWL). Staff measurements indicate that the water depth is closer to two feet at a distance of 120'
offshore. Waterward of the riprap the water bottom is sandy with a gentle slope, and has no evidence of
submerged aquatic vegetation.
The rock riprap alignment was approved via CAMA Major Permit #110-00, and was issued to the
previous owner, George Mendelson. Shoreline protection along this section of Swan View Shoresvaries
from natural barriers, to bulkheads and riprap. Two lots northwest of the site there are no erosion control
structures, while on the neighboring lot, there is a bulkhead (issued to William Bowling Permit #35-01).
On the southeast side there are six contiguous lots that have received permits to place riprap along the
shoreline for erosion control, the last three lots belonging the Sterling Webster, who also received a
CAMA Major Permit #180-00.
Albemarle Sound is classified as joint waters by agreement between the Marine Fisheries
Commission and Wildlife Resource Commission. The Division of Environmental Management's water
quality classification for the Albemarle Sound is SA (shell fishing). Additional review indicates that there
are no known geological formations associated with the applicant's property.
PROJECT DESCRIPTION
The following development has been proposed:
1) Bulkhead: The applicant, Eugene Flynn, proposes to construct an 80 linear foot bulkhead, a
maximum of two feet waterward of NWL, along the northwest corner, with the remaining
bulkhead being placed at NWL. Approximately 10sf of shallow water habitat and Estuarine
Water will be filled, and result in the placement of one cubic yard of fill dirt being placed
waterward of normal water level. The bulkhead will tie into an existing bulkhead on the
northwest side and terminate at the property line on the southeast corner, at a return wall.
Backfill will result in the loss of approximately 60 sf of Coastal Wetlands.
Eugene Flynn
Field Report
Page 3
2) Construction of a Pier and Platforms: The applicant proposes to construct a 5'x 120' wooden
pier with ;floating platform in the approximate center of the pier, and an octagonal gazebo on the
waterward end. The proposed gazebo will be 174sf and the kayak platform will be 125sf, for a
total area' of 299sf. The total area to be shaded by the proposed pier and platforms will be 889sf
i
3) Section 404 Wetland Fill: The applicant proposes to fill two areas of Section 404 Wetlands on
the property for a total 1,147sf. Approximately 51 sf will be within the 30' buffer and 10 sf will
be outside of the 75' Estuarine Shoreline Area of Environmental Concern (AEC).
4) Construction of a Dwelling, Garage, Driveway and Septic System: The applicant proposes to
construct a dwelling, of which approximately 809sf of enclosed area and 657sf of open deck, will
be within the Estuarine Shoreline AEC. No development is proposed within the 30' buffer. Total
impervious surface being proposed within the AEC is 13.1%. Anticipated land disturbance based
on the site plan submitted will be approximately 10,375sf.
If approved, the total area affected will be 14,000sf of land disturbance, 10sf of shallow water
habitat/Estuarine Water fill and 889sf of shading from the proposed waterward development, for a total of
114,899sf.
ANTICIPATED EWIPACT
• Approximately 12,793sf of high ground disturbance, including filling and grading, will be
undertaken in association with the construction of the proposed bulkhead, dwelling, garage and
associated infrastructure.
Approximately l Osf of shallow water bottom and Estuarine Water will be filled in association
with the, construction of the bulkhead.
• Approximately 1,147sf of Section 404 and 60sf of Coastal Wetlands will be filled in association
with the proposed development.
• It is estimated that 889 square feet of Estuarine and Public Trust Waters will be shaded by the
proposed pier, platform and gazebo.
• Temporary localized turbidity will occur during construction of the bulkhead and pier system.
• A reduction in shallow water habitat is anticipated if the bulkhead is approved and the riprap
removed.
Submitted By: Lynn Mathis
Date: September 4, 2002

PROTECT NARRATIVE
AUG 2 0 2002
COASTAL NIANAGEMENT
ELIZABETH CITY
The project is located on Lot 40, Swan View Shores Subdivision, Atlantic Township, Dare County,
North Carolina and is owned by Eugene Flynn. The property address is 100 Sunrise Lane, Kill Devil
Hills, NC 27948. The property fronts the Albemarle Sound and is surrounded by residentially developed
lots. The property consists of approximately 24,132 SF of wooded and grassy uplands and 2,123 SF of
Section 404 wetlands as confirmed by the US Army Corps of Engineers (USACE). There are three
separate areas of wetlands as shown on the accompanying site plan. Also shown on the site plan is a
mature and healthy live oak with a large canopy and branches that splay in all directions from the base.
Normal Water Line (NWL) as confirmed by NCDENR, Division of Coastal Management (DCM) is
shown on the site plan as a line bisecting stakes NW-1 through NW-4. Existing along NWL is a line of
rock rip rap for shoreline stabilization. Also shown on the site plan is a proposed three-sided wood
bulkhead that ties into the existing wooden bulkhead on the adjacent property to the north. Notice that
the existing bulkhead is partially on the subject property. This was not done purposely by the adjacent
riparian owner. The proposed bulkhead lies approximately 2 ft waterward of NWL on the north end, but
will run along NWL across the majority of the property shoreline. A total of approximately 1 cu yd of
fill material is proposed to be placed waterward of the current NWL during bulkhead construction. On
the south side of the bulkhead, it proposed to run along the property boundary approximately 14 ft to aid
in stabilization. Site.investigation by DCM indicates approximately 60 SF of intermittent coastal wetland
fringe indicated by Spartina patens growth. After construction, the bulkhead is to be backfilled for
increased stabilization. This will disturb the intermittent coastal wetland fringe that located landward of
the existing rip rap.
A pile supported dock (5 ft wide) is proposed to be constructed approximately 3 ft above NWL, and is to
run approximately 105.5 LF. On the end of this dock is a proposed wooden gazebo, that makes the entire
length of the dock and gazebo stretch 120 LF from the proposed bulkhead. The gazebo is proposed to be
octagonal with an area of 174 SF. In addition to the gazebo, there is a proposed floating wood platform
(125 SF) for canoe and kayak access to the Sound. Water depths gently increase from the shoreline to
about 3 ft to 3.5 ft at the end of the proposed dock during normal tidal conditions.
A Major CAMA Permit is required for this project due to the proposed backfill of 1,147 SF (0.026 SF) of
Section 404 wetlands within the 75 ft Estuarine Area of Environmental Concern (AEC). This area is
shown on the site plan and includes two separate shaded areas (1,042 SF and 105 SF respectively). A
Nationwide #18 Permit application has been submitted to USACE for this proposed backfilling. The
backfill material will come from a sandy off-site source. The need for this backfill is to provide adequate
space for the proposed house in between the shoreline and the live oak growth. The adjoining property to
the north has received a fill permit for the previously connecting wetland area on that property, which
may now tend to direct stormwater runoff onto the subject parcel. This backfill will prevent standing
water from collecting for an extended time after storm episodes with high amounts precipitation or
overwash. This work is to be performed with dump trucks and a back hoe.
Residential construction is also included in this Major CAMA Application. The maximum building
footprint is shown on the site plan. On the waterward side of the house is a proposed open, slotted wood
deck. The total impervious coverage within the AEC is 809 SF (13.1%). This coverage will not be
exceeded, but may actually become less if the scale of development is lessened. Also included as a
component of this project is garage, driveway and on-site septic system installation. None of this work is
proposed within the 75 ft AEC, but it is shown on the Major CAMA site plan.
i
Form DCM-MP-1
csafEo
APPLICATION'T"
AUG20"u
(To be completed by all applicants)
.Q?STAL t?,, r?GEMi: NT
EL1ZiS'k H Cffy
1. APPLICANT
d. Is proposed work within city limits orplanning jurisdiction?
Yes X No
a. Landowner:
Name Eugene P. Flynn
Address 700 Skipiack Lane
City Kill Devil Hills State NC
Zip 27948 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
c. Project name (if any) Lot 40. Swan View Shores
NOTE: Permit will be issued in name of landowner(s), and/or project
name.
2. LOCATION OFPROPOSED
PROJECT
e. Name of body of water nearest project (e.g. river, creek,
sound, bay) Albemarle 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/or
filling activities.
See project narrative
b. Is the proposed activity maintenance of an existing project,
new work, or both? New
c. Will the project be for public, private or commercial use?
Private
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
project narrative
4. LAND AND WATER
CHARACTERISTICS
a. County Dare
b. City, town, community or landmark
Big Colincton Island, Atlantic Township
a. Size of entire tract - 26.255 sf
b. Size of individual lot(s) - 26.255 sf
c. Street address or secondary road number
100 Sunrise Lane
c. Approximate elevation of tract above MHW or NWL 5'
NGVD
Revised 03/95
Form DCM-MP-1
nn c:y " I D
AUG 2 0 20n)
COASTAL MANAGEMENT
ELIZABETH CITY
d. Soil type(s) and texture(s) of tract
Fripp fine sand Conaby muck, Ousley fine sand
e. Vegetation on tract Pinus taeda, Ouercus virQiniana,
Myrica cerifera, Persea borbonia, PhraQmites, Communtys,
Sci Mus valianus Baccaris halimifolia, Smilax bona-nox,
Toxicodendron radicans
f. Man-made features now on tract None
g. 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?
S-1 Svecial District
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) Other X Section 404
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) (See Narrative)
in. Describe existing wastewater treatment facilities.
None existing -
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.
None existing County water available.
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 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.
• 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 William D. Bowling
Address PO Box 3596, Kill Devil Hills, NC 27948
Phone
Name George Jay Mendelson
Address 4612 Sunflower Dr., Rockville, MD 20853
Phone
Name
Address
Revised 03/95
Forth DCM-MP-1
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include pennitnumbers, permittee, and
issuing dates. l i077 do 614lft 114 AyU>2
• A check for 9" mad payable to the Department of
Fnvinxuynt, Health, and Natural Res=ces (DEHNR) to coverthe
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 theprojectinvolvestheaq=x itaeofpublicfundscruseofpublic
lands, attach a statement docu renting compliance with theNorth
Carolina Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Iunderstand that any pemritissued in response to this applicationwill
allow only thedevelTmmtdmcnbedmtheapphcation. Theprojectwrll
be subject to condition's and restrictions contained in the permit.
I certify that to the best of my knowb4gt; the prgmsed activitydies
withtheStateofNathCarolina'saWmvedCcasb1Mw*xnat togcam
and will be conducted in a manner consistent with such program.
Icff*thatIamauthorizedtogr3nt,anddoinfact, grantpern issionto
representatives of state and federal review agencies to enter on the
aforementioned lands in
mmection with evaluating information related to this Fniiit application
and follow-up monitoring of the project.
I further cet* that the information provided m Ibis application is tnrthful
to the best of my knowledge.
This is the - day of X2002_.
P
S
Please indicate attachments pertaining to your proposed pro
X DCM MP-2 Excavation and Fill Information
X 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.

AUG 2 0 2002
COASTAL MANAGEMENT
ELIZABETH CITY
Revised 03/95 _ 1
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
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Lengt Width Depth Depth
h

1. EXCAVATION N/A .
a. Amount of material to be excavated from below MHW or NWL in
cubic yards
b. Type of material to be excavated

AUG 2. 020192
COASTAL MANAGEMENT
ELIZABETH CITY
c. Does the area to be excavated include coastal wetlands (marsh),
submerged aquatic vegetation (SAVs) or other wetlands? _ Yes
- No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL N/A
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
ffn _ ,,.attach _ a letter granting permission from the owner.
d. Will a disposal area be available for future maintenance? - Yes
No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 80.4 LE
c. Average distance waterward of MHW or NWL
0.5 ft avg
d. Maximum distance waterward of MHW or NWL
2 Ft.
Revised 03195
i
e. Shoreline erosion during preceding 12 months
_ Negligible
(Source of information)'' Aerial Photography
f. Type of bulkhead or riprap material Wood
g. Amount of fill in ',cubic yards to be placed below .
water level
(1) Riprap
(2) Bulkhead backfill 1 Cu Yd
h. Type of fill material Sand
i. Source of material Approved off-site source
fill m
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
1 Cu Yd
(2) Dimensions of fill area 10 SF
(3) Purpose of fill Bulkhead construction (see
small area behind the north side of the
bulkhead)
b. Will fill material I be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
I
If yes, aPProx.. 60 SF
(1) Dimensions of fill area
of Coastal Wetland range
(2) Purpose of fill u ea ac i
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? Fill areas will be vegetated
and/or built upon (See narrative)
b. What type of construction equipment will be used (for
example, dragline,'backhoe, or hydraulic dredge)?
N/A
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.
r?
AUG 2 0 200
COASTAL MANAGEMENT
ELIZABETH CITY
Revised 03195
Form DCM-MP-2
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or structures proposed
One house and ¢arage
b. Number of lots or parcels 1
c. Density (give the number of residential units and the units per acre)
1 unit
d. Size of area to be graded, filled or disturbed including roads, ditches,
etc. -14.000 SF
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land disturbing
activity begins. If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land Resources? _
_ Yes No N/A
If yes, date submitted
L List the materials (such as marl, paver stone, asphalt, or concrete) to
be used for paved surfaces. Concrete
g. Give the percentage of the tract within 75 feet of MHW or NWL, or
within 575 feet in the case of an Outstanding Resource Water, to be
covered by impervious and/or built-upon surfaces, such as pavement,
buildings, rooftops, or to be used for vehicular driveways or parking.
131% (809 SF)
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification. Has a site developmentplan been
submitted to theDivision of Environmental Managementfor review?
Yes No N/A
If yes, date submitted
i. Describe proposed method of sewage disposal.
On-site conventional system (see site plan)

AUG 2 0 mn-)
COASTAL MANAGEMENT
ELIZ,2ETH CITY
j. Have the facilities described in Item i. above received state or local
approval? Soil has been deemed suitable by Dare County
Health Dept., but yroposed system has not been permitted vet.
(Attach appropriate documentation)
Describe location and type of proposed discharges to waters of the
state (for example, surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and residential
discharges).
Surface runoff
1. Describe proposed drinking water supply source (e.g. well,
community, public system, etc.)
Dare County Water Dept
m. Will water be impounded? _ Yes X No
If yes; how many acres?
Revised 03/95
n. If the project is a oceanfront development, when was the lot(s)
platted and recorded? N/A
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Eugene Flynn
Project Number 02 1450
Recvd From DCM
Received Date 9/10/02 Recvd By Region
Project Type construct a bulkhead
County Dare
County2
Region Washington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA Waters F,7-@ N F- 30 SA ?- 30,155. 0.34 F-- r--
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? Q Y Q N Recommendation: Q Issue 0 Issue/fond Q Deny
Provided by Region: Latitude (ddmmss)
Comments:
Longitude (ddmmss)
Dc: Regional Office j Page Number 1
Central Office
Forin -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 Community X Private
(2) Number 1 pier
(3) Length 105 - 5 Y•F (.120 luding Gazebo)
(4) Width 5 f t
(5) Finger Piers _ Yes R No
(i) Number
(ii) Length
(iii) Width i
(6) Platform(s) X Yes _ No
(i) Number (2) One Gazebo
One Floating Platform
(ii) Length! Gazebo =174 sf(Octa og nal)
floating dock 5'x25= SF
(iii) Width
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property lines
30LF
(9) Width of water body. - 7 miles
(10) Water depth at waterward end of pier at MLW or NWL _
- 3' below NWL
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. Mooring buoys N/X
(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
Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) _Commercial Community _Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
7-11 Fet.",'ER I ED
AUG 2 0 201"?
00XS-f,AL. MARAGS-Aaff
Revised 03/95
`?i
SOUND NEW DRIVE a~
\ W \ ~ 6
o ~ W
z S AQ
w
Z
I ~
SUNSET LANE
LEGEND 45' R/W / I a U
N78'2 p0\
89 ?1 s / X
PROPOSED GRAVEL l SITE li W / F
VICINITY MAP
/ R-1 N.T.S.
o z ~
~ Z .¢N O3 ~w
\ EXISTING GRAVEL
OPEN h ¢Z~aN owZo
~ akjOOakiOmF SPACE ~ow ic <6 x EiUz
\ PROPOSED CONCRETE rW ro I -Z _ UIyw-KNFq Z
s 2 o
~co I uyp - o y o52D'SP ?99 r~ or ~5&0 oo NOTES: o ~JI2 "o.
PROPOSED SLOTTED WOOD \ a " 1 1
1 i 1. OWNER: DR. GENE FLYNN I 700 SKIPJACK LANE
R-3\ KILL DEVIL HILLS, NC 27948
PROPOSED IMPERVIOUS COVERAGE WITHIN THE 75' AEC (809 SF) 4ft4, / I 1 2. AGENT: QUIBLE & ASSOCIATES, P.C.
\ 4 R P.O. DRAWER 870
I KITTY HAWK, NC 27949
3. PIN NUMBER: 03 9873(15) 53 7670 NO DISTURBANCE PROPOSED TO THIS 4. RECORDED REFERENCE: P.C. "C SL 79E
/ DR~YFiPARKIWb /PAW/N& O1~ 1 AREA OF WETLAND
\ SECTION 404 WETLAND AREA ~EXlsnns 5. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE(9'); PER
R- / R-4 5 COMMUNITY PANEL NO. 375348 0202 D, ZONE SUBJECT TO CHANGE
0. BY F.E.M.A. to
PROPOSED FILL AREA OF SECTION 404 WETLAND (1,147 SF TOTAL) {NlLLIAMD. EOlNLIN6 / 6. PARCEL AREA: ±26,255 SQ.FT. o
7. SITE ZONING: R-1 V)
16. 8. IMPERVIOUS COVERAGE: Wu
ALLOWABLE: 30%
INTERMITTENT WETLAND FRINGE PROPOSED TOTAL: 5,871 SF (22.4%)
BUILDINGS (HOUSE, GARAGE AND COVERED WALKWAY): 2,904 SF
WOOD DECK: 756 SF
R-5 CONCRETE DRIVE/PARKING PAD: 2,169 SF
EX. IRON ROD/BAR r e R• 9. 75 FT ESTUARINE AREA OF ENVIRONMENTAL CONCERN:
LAND AREA: 6,155 SF
EX. PK NAIL PROPOSED IMPERVIOUS COVERAGE: 809 SF (-13.1%) - - }
6 ~y 0 EX. IRON ROD/REBAR SET l 10. WETLANDS: w
3 as 4 / SECTION 404 WETLANDS DELINEATED BY QUIBLE I I Q
CONFIRMED BY LIS ARMY CORPS OF ENGINEERS O A TOTAL OF 1,147 SF (0.026 AC) PROPOSED TO BE FILLED WITH A NATIONWIDE #18 PERMIT l
n WOOD STAKE OR FLAGGING
11. BOUNDARY, TOPOGRAPHICAL AND WETLANDS DATA FROM SURVEY BY O Z
EXISTING ELEVATION q~ Y' S I KIRK R. FOREMAN LAND SURVEYNG COMPNAY, DATED MAY, 2002 AND JULY 2002
}e ~(rZ 12. SEPTIC SYSTEM:
7 I 41 N/F ¦ ACTIVE & REPAIR DRAINFIELD:
M 1) DESIGN FLOW: 9
O r GEORGE JAY MENDEL-c ~Y MENDELSON 4 BEDROOM ® 120 GPD / BEDROOM = 480 GPD
ro" 1p LOT 40 48.OAK PROPOSED" PROR95®6RAva DRIVE 2) LONG TERM APPLICATION RATE (LTAR): 1.0 GPD/SF ¦
COVERED WALKWAY PROPOSED I '4 `'sr3+F~' . fEXrEM5lav FROM EXISrIN6 DRIW) NOTE: GARAGE NORMAL WATER L~NE (NWL) HAS BEEN CONFIRMED BY 576 SIF 3) DRAINFIELD: 3 - 54 LF 1 112" SCH 40 PVC LINES ® 9' O.C.
<s~,1
~ R NCDCM ON JUNE 13, 2002; RECONFIRMED AUGUST 16, 2002 0
B-7 f
MINIMUM BUILDING SETBACK LINES:
B-6 ;l= PROPOSED CONCRETE FRONT: 25' W o~4 co °
PARKING AREA SIDE: 10' 1:4 z :Q W P
WETLAND FILL AREA - i 2,169 SF oZF REAR: 25'
1,042 SIF S:• / EK. APPROX. CANCVwr 4mJ
ry9 /
Er PROPOSED o- a6 Y` - HOUSE FOOTPRINT ~C a r~+ -4 V o
? 4,' . , 2,268 SF / ,i • V.
w w
B-1 B-4 T
a~ B-2 ~a0 0
PROPOSED zxu o exrsnnis 6ewf u N
a DECK PT . L,4
t1)
NW -1 ' B-
WETLAND FILL AREA A-2 105 SF
~ O ~ W a
f ~ ~Z L min uw ~aarc a'm' i Z .r+ i
W ~
~b A-3 A-1 06
9y~~ 5F COASTAL YE XP FRIN5E
f W ~l BULKHEAD AND FILL CROSS SECTION E"
yp (ll®ICA BY IMERMITTENT Sk4RTIW. PAtEf15 bRQ~M/
d ~ ~ a
NW-2 \ PLANS TO BE USED FOR PERMITTING PURPOSES ONLY USES ONLY
A-4
ALBEMARLE 's pp / SOUND II ~ K y Z
(WATER CLASS IRCATION -SA-) EX. ROCK R/P RAP
0
NW-3 COMMISSION NO
5' \ FCEIVED DESIGNED BY 02084 -
GRAPHIC SCALE JJA/BDR i
b NOTE: GR) 25 NW-4 PROPOSED WOODEN BULKHEAD TO BE CONSTRUCTED AS SHOWN; 20 0 10 2 D 20 40 DD AUG 2 0 20N DRAWN BY
00~ / BULKHEAD WILL NOT EXTEND MORE THAN 2' WATERWARD OF BDR- - COASTAL MANAGEMENT CHECKED BY
0 NWL IN ANY AREA; NAT IS DEPICTED AS THE DASHED LINE ELIZABETH CITY JJA
BISECTING STAKES NW-1 THROUGH NW-4 5' QO
R~0 PROPOSED FLOATING PLATFORM ( IN FEET ISSUE DATE 1 inch = ZO ft -
-02 _J SURVEY INFORMATION TAKEN FROM SURVEY ENTITLED SURVEY FOR 2-4- 02
`(FOR KAYAK AND CANOE WATER ACCESS) r„nrur n s_ nu rnn , ri ~nw i nT ~n Dalai nrw runorr ~ . ~
125 SF NOTE: CUVEllC r. M l ncM VL L. rL 11111 Lv YV Onnly ?ILn OnVMLO JriLi Li 1 !V V
ATLANTIC TOWNSHIP, DARE COUNTY, NORTH CAROLINA" AS PREPARED BY KIRK R. FOREMAN LAND SURVEYING COMPANY, P.O. BOX 19,
PROPOSED COVERED GAZEBO PROPOSED FLOATING PLATFORM AND GAZEBO AREA TOTALS 299 SF; UNDER A CAMA GENERAL PERMIT 320 SF OF PLATFORM AREA IS ALLOWED `74 SF KILL DEVIL HILLS, NC 27948, DATED 5/15/02.
(LENGTH OF SHORELINE [-80 LF] X 4)
6'
DRAWING FILE: P02084BASE PLOT SCALE: 1"=20' OF 1__ HEF'~ 1