20030429 Ver 1_COMPLETE FILE_20030409

Permit Class
NEW
Permit Ndmber
47-05
(By CRC Variance) STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and ?- - ,
Coastal Resources Commission
,Permit I LUU3
for Pr-NP 01 p v
X Major Development in an Area of Environmental 6oncertl
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Scott Leedy, 3104 Walnut Street, Harrisburg, PA 17109,
Authorizing development in Dare County at Currituck Sound, at 1358 Duck Road, Duck
as requested in the permittee's application dated 112104. incl. attached
workplan drawings (5), 1 dated rev. 11/20/03, 1 dated rev. 12/17/03, 2 dated received 1/7/04 and 1 dated received 1/22/04
This permit, issued on March 31, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. .
Seaplane Ramp
1) The geoweb material shall be installed in accordance with the procedures outlined in the permit
application package. The geoweb material shall not be placed in any area outside of the area indicated
on the attached workplan drawings.
2) The concrete portion of the seaplane ramp shall be located entirely landward of the normal water level.
Additionally, live concrete shall not be allowed to contact waters of the State or waters that will enter
waters of the State.
3) The lighted stone columns shall be located a minimum of 30 feet landward of the normal water level.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2008
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
V. k
f' Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
J
Scott Leedy Permit #47-05
Page 2 of 3
ADDITIONAL CONDITIONS
4) No attempt shall be made by the permittee to prevent the free and full use by the public of all navigable
waters at or adjacent to the authorized work. Use of the permitted activity shall not interfere with the
public's right to free navigation on all navigable waters of the United States.
5) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
Mitigation
6) In accordance with the variance granted by the Coastal Resources Commission on 1/28/05, the attached
mitigation plan shall be implemented in its entirety, except as modified herein.
7) A professional wetland scientist shall monitor the mitigation site(s) for a period of five years.
Monitoring events shall be carried out within one month of the initial planting, and quarterly thereafter
for the first year. The site shall be monitored every six months for the second year, and annually for
years three through five. Monitoring reports shall be provided to the Division of Coastal Management,
Division of Marine Fisheries and U.S. Army Corps of Engineers with 60 days of each monitoring event.
8) If, at the end of the five-year monitoring period, the wetland mitigation effort is deemed to be
unsuccessful by the Division of Coastal Management, in coordination with the Division of Marine
Fisheries and U.S. Army Corps of Engineers, the Division of Coastal Management shall determine what
remedial actions, if any shall be required. Any such remedial actions shall be carried out. by the
permittee within a timeframe specified by the Division.
9) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
10) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
11) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
Stormwater Management
12) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7030411 on 6/4/03. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
Scott Leedy
ADDITIONAL CONDITIONS
General
Permit #47-05
Page 3 of 3
13) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
14) No vegetated wetlands shall be excavated or filled outside of the area indicated on the attached workplan
drawings.
15) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
16) No excavation of Currituck Sound is authorized, including the "kicking" or scraping of the shallow
estuarine bottom.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future. development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3274 (DWQ Project No. 030429), which was issued on 5/27/03.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200411252.
03 - vq Z1
DEPARTMENT OF THE ARMY
/ WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
IN REPLY REFER TO
Regulatory Division April 14, 2003
WETLANDS/401 GROUP
Action ID No. 200310514 APR -1 7 2003
WATER QUALITY SECTION
Dr. Scott Leedy
3104 Walnut Street
Harrisburg, Pennsylvania 17109
Dear Dr. Leedy:
On July 24, 2000, we renewed General Permit No. 198000291 (copy enclosed), which
provides Federal authorization for construction activities that receive authorization from
the State of North Carolina.
A review of your application received April 10, 2003, for Department of the Army (DA)
authorization to place fill material within wetlands and construct an amphibious aircraft ramp
and parking area, on property located at 1358 Duck Road, adjacent to the Currituck Sound, in the
Carolina Dunes Subdivision, in Duck, Dare County, North Carolina, indicates it to be a candidate
for Federal authorization under this general permit. Accordingly, the administrative processing
of your application will be accomplished by the North Carolina Division of Coastal Management.
Comments from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for any reason, you
will be informed regarding its further management. If there are no unresolved differences in
State-Federal positions or policies, the final action taken on your application by the State will
result in your receiving written notice from us that your application is consistent with the general
permit and you may commence your activity. Only after receiving such confirmation should you
begin work.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency (EPA) signed
a memorandum of agreement (MOA) establishing procedures to determine the type and level of
mitigation necessary to comply with the Clean Water Act Section 404(b)(1) Guidelines. This
MOA provides for first, avoiding impacts to waters and wetlands through the selection of the
least damaging, practical alternative; second, taking appropriate and practical steps to minimize
impacts on waters and wetlands; and finally, compensating for any remaining unavoidable
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impacts to the extent appropriate and practical. To enable us to process your application in full
compliance with this MOA, we request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are available only if the
proposed work is the least environmentally damaging, practicable alternative. Please furnish
information regarding any other alternatives, including upland alternatives, to the work for which
you have applied and provide justification that your selected plan is the least damaging to water
or wetland areas.
b. It is necessary for you to have taken all appropriate and practical steps to minimize
wetland losses. Please indicate all that you have done, especially regarding development and
modification of plans and proposed construction techniques, to minimize adverse impacts.
c. The MOA requires that appropriate and practical mitigation will be required for all
unavoidable adverse impacts remaining after all appropriate and practical minimization has been
employed. Please indicate your plan to mitigate for the projected, unavoidable loss of waters or
wetlands or provide information as to the absence of any such appropriate and practical
measures.
This information is essential to our expeditious processing of your application and
it should be forwarded to us by April 28, 2003. Also, a copy of this information must
be sent to the North Carolina Division of Environmental Management to enable them
to adequately evaluate your application for a Water Quality Certification pursuant to
Section 401 of the Clean Water Act.
Your application, pursuant to Section 10 of the River and Harbor Act and Section 404
of the Clean Water Act, has been assigned Action ID No. 200310514 and will be coordinated
by Mr. Raleigh Bland in our Washington Regulatory Field Office. Mr. Bland is available at
telephone [phone], extension 23.
Sincerely,
C?)?q'A'o4' UIL,?J6
Raleigh W. Bland, P.W.S.
Regulatory Project Manager
Enclosure

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Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
And Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
And Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Garland B. Pardue
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
-4-
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, North Carolina 27909
Environmental Professionals, Inc.
Post Office Box 3368
Kill Devil Hills, North Carolina 27948
?f
IN REPLY REFER TO
Regulatory Division
Action ID No. 200310514
Mr. John Domey
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Dorney:
April 14, 2003 RETLANDS/4p1 GROUP
APR -? X003
MATER QUALITY SECTION
Please reference the application of Scott Leedy for Department of the Army (DA)
authorization and a State Water Quality Certification to place fill material within wetlands and
construct an amphibious aircraft ramp and parking area, on property located at 1358 Duck Road,
in the Carolina Dunes Subdivision, adjacent to the Currituck Sound, in Duck, Dare County,
North Carolina. Your receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the
Clean Water Act, and we have determined that a water quality certification is required under
the provisions of Section 401 of the same law. A Department of the Army permit will not
be granted until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of
a request for certification is a reasonable time for State action. Therefore, if you have not
acted on the request, or asked for an extension of time, by June 16, 2003, the District
Engineer will deem that waiver has occurred.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
QG
rvucnttei r. masiay, uuvdrnur
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 27, 2003
DWQ# 03-0429
Dare County
Dr. Scott Leedy
3104 Walnut Street
Harrisburg, PA, 17109
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Dr. Leedy
You have our approval, in accordance with the attached conditions, to dredge and fill in 0.051 acre of shallow bottom and
vegetated wetlands in order to construct a ramp, parking and turn area for amphibious aircraft at 1358 Duck Road, Dare County, as
described in your application received by the Division of Water Quality on April 9, 2003. After reviewing your application, we have,
determined that this fill is covered by General Water Quality Certification Number 3400, which can be downloaded from our web site at
http:Hh2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when issued by the NC Division of Coastal
Management. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge, Water Supply Watershed and U.S. Coast Guard regulations. Also this approval
will expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions
listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed;
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 1508 of the North
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in our Central Office in
Raleigh at [phone].
Si cerely,
l/r
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
EPI, P.O. Box 3368, Kill Devil Hills, NC, 27948
030429
AS
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Custome
r Service
1 800 623-7748
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: Boger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Dr. Scott Leedy County Dare
Project Number 03 0429 County2
Recvd From DCM Region Washington
Received Date 4/9/03 Recvd By Region
Project Type shoreline adn water dependent activity / ramp,
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
AMA OTHO Y O N r__ 30-1 SC r?-`' x30,154. 0.18 r ?-.
Mitigation Wetland
MitigationType Type Acres Feet
I F__ F F_
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/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAMES: Dr. Scott Leedy
2. LOCATION OF PROJECT SITE: The project site is adjacent to Currituck Sound, in Carolina Dunes
Subdivision, more specifically, 1358 Duck Road, in Duck, Dare County.
Photo Index - 2000: 186-2182 Q12, Q13, P12, & P13 1995: 185-1945 MI I & NI 1
1989: 142-64 G15 & H15 1984: Not Available
State Plane Coordinates - X: 2 955 025 Y: 904 875
GPS ROV File #: D032015A
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
5. PROCESSING PROCEDURE:
Dates of Site Visit - March 20, 2003
Was Applicant Present - No
Application Received Complete - March 18, 2003
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Coastal Shoreline- PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - Dwelling
Planned - Amphibious Aircraft Ramp with a parking/turn area
(G) Estimated Annual Rate of Erosion: 1'-0"
Source - Owner
7. HABITAT DESCRIPTION: [AREA]
DREDGED, FILLED ?`?, OTHER
(A) Vegetated Wetlands: 184sf above NWL
0,t_.,
` (emerging cynosuroides an patens)
l 1,773sf below NWL
(emerging alterniflora)'
(B) Non-Vegetated Wetlands: 43.5sf SB/EW/PT 218sf SB/EW/PT
Shallow Bottom/Estuarine Water
(C) Other: High Ground/Upland _ 5,348sf HG within 75' AEC
432sf HG landward of 75'AEC
(D) Total Area Disturbed: 7,999 square feet (.183acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant, Dr. Scott Leedy, proposes to construct a ramp,
parking and turn area for an amphibious aircraft that will extend approximately 64' waterward of
normal water level. The development will include navigation lights a retaining wall and riprap. The
site is located at 1358 Duck Road, in Duck, Dare County.
Scott Leedy
Field Report
Page 2
PROJECT SITE
The applicant's property is located at 1358 Duck Road, in Duck, Dare County, adjacent to Currituck
Sound. The property is approximately 20,081 square feet (SF) in area with an existing dwelling with
associated infrastructure. A Minor Permit, 42001-108, was issued to the property owner to excavate a
remnant dune system to clear the way for the construction of the dwelling. However, during construction
adjacent Coastal Wetlands were damaged and a Notice of Violation was issued on June 6, 2002, ordering
restoration of the site by planting Coastal Wetland vegetation. Existing vegetation found on the property
includes, but is not limited to, soft rush (Juncus effusus), smooth cord grass (Spartina alterniflora), salt
meadow hay (Spartina patens), big cordgrass (Spartina cynosuroides), and wax myrtle (Myrica cerifera).
According to the application the average elevation of the lot is approximately 2-4 feet above normal water
level; however, an on site visit indicates a much greater average elevation. The eastern side of the property
is several feet higher than the western shoreline. Water depth along the property are shallow with a depth
of approximately 2'-0" below NWL at a distance of 64' waterward of NWL. Submerged aquatic vegetation
is known to grow in the area; however, due to the time of the year and winter storms determining the
amount involved or the species is not possible.
According to the Flood Insurance Rate Map the property is in a designated AE Flood Zone. Coastal
Wetlands, both existing and emergent exist on the applicant's property, however, according to the
applicant's agent there are no Section 404 wetlands present on the site. The shoreline is sandy with asparse
of salt meadow hay and big cord grass and evidence of erosion from a recent storm. The bank along the
property is gently sloping with a sandy bottom and a remnant peat layer. While the restoration agreement
for the above noted Notice of Violation required replanting Coastal Wetland vegetation, recent storms have
eroded any evidence of the newly planted vegetation. However, a Spartina alterniflora fringe, waterward of
normal water level (NWL), is re-emerging. Big cord grass is also re-emerging along the shoreline as noted
on the enclosed map labeled Staff Field Investigation. Based on the strong wetland fringes north and south
of the project site, it appears that the current Coastal Wetland damage on the applicant's property is a result
of both natural forces and human intervention from recent land clearing that occurred on the property.
Aerial photography of the property in October of 2000 clearly shows an extensive wetland fringe long the
applicant's property.
Properties to the north and south are developed with dwellings for weekly rentals. The lot to the
immediate north of the project site is also owned by the applicant, and is developed with a dwelling, a
sound side swimming pool and an elevated pier and platform system.
The Currituck 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 SC (fish propagation). Review of the application, plans
and topographic maps indicate there was a remnant dune system on the site that was leveled for
development. Review further indicates that there are no known archeological sites on the applicant's
property.
PROPSED PROJECT
The applicant is proposing to build an aircraft ramp, turn-around area and parking area for an
amphibious aircraft. Based on information provided the concrete ramp, parking and turn will include the
placement of approximately 3,930sf of concrete landward of (above) normal water level, and 1,604sf of
concrete waterward of (below) NWL.
Scott Leedy
Field Report
Page 3
If approved, the ramp will be poured concrete over a packed fill base that will vary in thickness.
Prior to the pour a cofferdam will be constructed around the work area, below normal water level to reduce
any chances of silt or wet concrete from entering adjacent Estuarine Waters. Prior to the pour it is
anticipated that approximately 8 cubic yards of material will be removed from below NWL to create an
adequate slope for the ramp. The excavated material will be placed on an upland are of the site to be used
as fill material. To prevent erosion under the edge of the ramp, below NWL, the applicant proposes to
place geotextile fabric approximately three feet beyond the edge of the concrete ramp and place rock riprap
over the fabric. The riprap will also be extended along 19' of shoreline. Base width of the proposed riprap
alignment is 3'-0".
The following is based on the information submitted in the application and staff evaluation:
Incidental Disturbance
640sf cut over with no land disturbance
(approx. 133sf is delineated as Coastal Wetlands)
224sf undisturbed area along shoreline
(approx. 120sf is delineated as Coastal Wetlands)
96sf not listed as having any land disturbance
960sf no proposed disturbance within the 75'AEC - however due to its close
proximity to the work area it is anticipated that land disturbance will occur
Upland Fill (within the 75' AEC)
31sf riprap will be placed along the shoreline
574sf will be graded and sod placed over
939sf will be filled, graded and vegetated
3,804sf sand fill with concrete over
5,348sf proposed fill
Upland Fill (landward of the 75' AEC)
387sf sand fill with concrete over
45sf upland sand fill to be graded and vegetated
432sf proposed fill
Coastal Wetland Fill (landward of NWL)
126sf concrete fill in delineated emerging Coastal Wetlands
58sf riprap fill proposed in delineated emerging Coastal Wetlands
184sf proposed fill
Estuarine and Public Trust Water
192sf sand fill with and concrete pour over
26sf riprap fill to be placed around the concrete ramp and along the shoreline
218sf proposed fill
Coastal Wetlands (waterward of NWL)
1410sf sand and concrete fill proposed in delineated emergent Coastal Wetlands
363sf riprap fill proposed in delineated emergent Coastal Wetlands
1,773sf proposed fill
Scott Leedy
Field Report
Page 4
Amount of Fill
Approximately: 1513cy of fill material is proposed landward of NWL
53.4cy of fill material is proposed waterward of NWL
15.4cy of fill material is proposed landward of the 75' AEC
220.1cy proposed fill
Excavation Area
43.5sf proposed excavation of delineated emergent Coastal Wetland. The
excavation will be within the footprint of the proposed fill area for the ramp.
Amount of Excavation
Approximately: 8cy of material to be excavated waterward of NWL
The proposed development will result in creating approximately 64% impervious lot coverage
within the Coastal Shoreline and Coastal Wetland AEC. To reduce the amount of runoff into adjacent
waters the applicant proposes to install a French drain system in the center of the concrete parking/turn area
with a 1% slope on the east and west sides to direct flow to the drain. River rock will be placed at each end
of the grated drain to prevent erosion. The runoff will then be directed to a vegetated area to the north and
south of the parking area that will be enclosed by one-foot thick retaining walls, creating two filtration
areas. The retaining walls will extend in a northerly and southerly direction from the back fagade of the
dwelling, turn in a westerly direction along the side property lines for approximately 50' with return wall
terminating at edge of the proposed concrete ramp and parking area.
In addition to the infiltration area, the applicant is proposing to use a groovedramp surface above
NWL to divert sheet flow away from the water. The Ramp will have groves set on a 60-degree angle to
transport water to a vegetated area.
Two lighted navigation posts will be constructed adjacent to the parking and turn area. One will be
located on the south side and will be approximately 26' from NWL, and the second light will be constructed
on the north side, approximately 37' from NWL. Associated fill for the placement of the lights is
negligible.
The final aspect of the proposed development is the placement of a small 3.5' wide step from the
ramp to the vegetated area adjacent to the shoreline for pedestrian water access. The narrative also states
that stairs and a walk are already built.
ANTICIPATED IMPACT
• Approximately 5,348sf of upland (high ground) will be filled to accommodate the proposed
aircraft ramp and parking area for an amphibious aircraft.
• If approved, approximately 184sf of emergent Coastal Wetlands will be filled landward of NWL,
and 1,773sf will be filled waterward of NWL.
• If approved, approximately 218sf of Estuarine and Public Trust Water will be filled.
• An undetermined amount of SAVs will be lost or disturbed if the project is approved.
• Temporary localized turbidity will occur during construction.
Scott Leedy
Field Report
Page 5
The proposed development will result in an increase in runoff from the property.
Secondary impacts from the development may include an increase in the introduction of oils and
fuel to adjacent waters and wetlands.
Periodic increases in water bottom disturbance and turbidity can be anticipated during landings
and take-off.
Submitted By: Lynn Mathis
Date: April 2, 2003
RECEIVED
PROJECT NARRATIVE
Application Type: CAMA MAJOR
Property: Carolina Dunes, Sec. B lot 97 Owner: Dr. Scott Leedy
1358 Duck Road 3104 Walnut St.
Single Family Residence Harrisburg, PA 17109
with amphibious aircraft hangar 717-657-1392
Overview of Proposed Development:
GEAR 1 8 Inn'
COASTAL MANAGEMEN'
F_:UZABETH CITY
1. Construct concrete 25.5' x 100' amphibious aircraft ramp
and associated excavation and fill activities within the AEC
2. Construct concrete 3,251 SF parking and turn-around area
and associated and fill activities
3. Construct lighted navigation posts (2' x 2' x 3') near approach to parking area
4. Clearing of vegetation within the AEC to provide adequate wing clearance (no clearing waterward
of coastal wetland alignment by NCDCM staff).
5. Construct 3.5 feet wide stairs within the 30 ft, buffer (southwest side of parking area)
6. Construct 3.5 feet wide wood walk/stairs on north side of parking area.
7. Construct 2 elevated vegetated infiltration areas to provide stormwater infiltration areas
(450 SF Total)
Will Include: 1- 3 feet high retaining wall on south side of property to stabilize dune
2- 1 foot high retaining walls landward of 30 ft buffer
1- 1 foot high retaining wall along north side of property
737 SF x 1 foot of fill = (737 CF/27)=27.2 CY sandy fill
(fill material must match physical characteristics of Corolla fine sand)
8. Plant vegetation within the non-elevated stormwater infiltration area adjoining north side of ramp.
9. Place sod within 30 ft buffer (landward of coastal wetland alignment) to stabilize disturbed
sediments and to provided vegetated filter.
Narrative:
Dr. Scott Leedy is requesting construction activities associated with the installation of a concrete
amphibious aircraft ramp, parking and turn-around pad. The existing house has a built in hangar and fire
protection system for the hangar area. This construction will be performed as close as possible to the
aircraft manufacturer's specifications. Similar ramp applications in shallow sandy lakes in Florida (with
-2 feet average depths) are currently in use and are adequate for safe ingress/egress of aircraft. Please
contact aircraft manufacturer if additional information or confirmation of aircraft abilities is needed.
The ramp was designed to follow existing grades as closely as possible to prevent excessive excavation
and fill of substrate and to allow sand flow across the ramp surface, thereby not blocking downstream
sediment flow. This design also provides a 1 V: 16 H slope to provide a ramp that exceeds the
manufacturer's ramp requirements (1 V: 10 H minimum).
This construction will first include the clearing of vegetation within the AEC to provide adequate wing
clearance and working space on the property. Low growing vegetation will be planted in place of the
cleared vegetation to provide ground cover for control of sedimentation, erosion and filtration prior to
runoff discharge.
A coffer dam will be constructed for excavation, fill and concrete construction activities below the
normal water level. The coffer dam will prevent live contact between "live" concrete and surface
waters. This cofferdam will also aid in reducing turbidity during construction of the ramp and other
activities.
The excavation activities will proceed next with 8 cubic yards of excavation in the water to provide
adequate grades for the ramp. The disposal will occur in the area designated as parking and turnaround
area, (greater than 30 feet from the NWL) prior to laying of the concrete surface of the turnaround area.
The 18 cubic yards of sandy fill material will then be placed in the ramp area below the NWL to prepare
finish the waterward grading in preparation for the concrete ramp.
The ramp surface will then be poured in place and graded to specifications. The grooved ramp surface
will then be made using fabricated tool to produce grooved surface to allow for stormwater to flow 60
degrees laterally to infiltration area. Concrete to cure a minimum of 24 hours prior to removal of
cofferdam.
Geotextile material will be placed along the north and south edges of the ramp to contain fill material
and to provide a base for the rip rap shoreline and ramp protection. Rip rap will then be installed per
plans to protect fill areas and ramp structure.
Coffer dam will then removed once all excavation, fill, grading, concrete construction and rip rap
placement is complete. Concrete must be completely cured prior to removal of coffer dam and
reflooding of ramp area.
Fill activities for the parking and turnaround area will then proceed with final grades being established.
The parking and turn-around area will then be surfaced with concrete, french drain constructed and
graded to drain to infiltration areas per plans.
Infiltration areas and retaining walls will then constructed per plans. The area surrounding the ramp will
be stabilized as soon as possible with landscaping and sod to provide a vegetated filter to runoff and to
stabilize uncovered soil. The infiltration areas will be planted withjuniper communis and other low
growing plants to allow for adequate and safe wing clearance of aircraft.
The 3.5 ft wide stairs and 3.5 ft wood walk to access the parking area will then be constructed.
Landscapers will then complete the vegetative and aesthetic features of the infiltration and vegetated
areas.
Two 2'x 2'x 3'Lighted Stone columns will then be constructed as navigational aids
fl," IPCEIVIE®
MAR 1. 8 ..?nn,?
COASTAL 10ANAGEMENT
FL.17ABETH CITY
STORMWATER NARRATIVE By: Kendall Turnage
DR. SCOTT LEEDY Environmental Professionals, Inc.
This stormwater application is being requested for an amphibious aircraft ramp and parking area for Dr.
Scott Leedy. This development request exceeded 30% impervious coverage within the AEC, therefore
Division of Water Quality stormwater Approval was required. The stormwater application was mailed
to the Division of Water Quality on March 3, 2003. The aircraft ramp is considered water dependent by
the Division of Coastal Management therefore is a permitted activity within the AEC.
The stormwater plan was designed to filter the stormwater and to minimize thermal loading of the
surface waters in the immediate area. Since the plane will be kept in the hangar the majority of the time,
minimal pollutants are expected to occur on the ramp and parking are surfaces. Because of the ramp
width and surface area, thermal loading of adjacent water has been reduced as much as possible by the
designed stormwater system.
Due to the topography of the site and elevation of the existing hangar, the stormwater receiving areas
will have to designed within the AEC. However, the system has been design to be landward of the 30
foot buffer. This design represents a compromise between existing features, proposed ramp
construction, and constraints within the AEC. It also exhibits the most plausible and economically
feasible solution to the drainage issue.
DESIGN FEATURES:
Ramp:
All possible stormwater water on the ramp within thirty feet of normal water level will be transported
laterally by 60 degree grooves in ramp surface and to be treated through infiltration within the thirty foot
buffer. This drainage design is possible due to the existing shoreline configuration. The remaining
stormwater falling within thirty feet of the normal water level will be sheet flowed and directed to
vegetated areas and infiltrated. By this design, we are providing infiltration and temperature control of
runoff for nearly the entire ramp surface. Only 484.5 SF at the waterward end of ramp cannot be filtered
by this design.
Parking Area/ Turn Around area:
Site soils (Corolla fine sands) exhibit infiltration rates of greater than 20 inches per hour. (Copy of
physical and chemical characteristics of soils from USDA Soils Survey attached). Two areas (Totaling
737 sq. ft.) will be constructed as vegetated infiltration areas. These will receive stormwater from the
aircraft parking/turn around area through an open design french drain, this will allow for easy cleaning
of drainage routes to the infiltration areas. Removable steel grates will be used to provide the surface
above the drain. No piping will be required to accomplish this drainage design. The infiltration areas
will be contained by retaining walls and the concrete pad and will be forced to infiltrate. River rock will
be used at the outlet points to prevent erosion of retention area. SEE DETAILS AND PLANS.
Therefore, with the current design and infiltration capacity of the existing site soils, all possible
stormwater that falls within the AEC will remain and infiltrate within said AEC, thereby providing
protection to the maximum extent possible, provided by the 30 percent limitation.
Notes:
? Stormwater system designed for 10 year, 4.3 in/hr storm event
? All stormwater from Parking Area contained and infiltrated
? 60 degree grooves and shoreline alignment provide infiltration of all stormwater (minus 484.5
SF of ramp near entry into NWL) on ramp
? Plan lessens the need to irrigate vegetation in the landscaped infiltration areas
? Stormwater application submitted to NC DWQ (Washington Reg. Office on March 3, 2003)
CALCULATIONS
ENTIRE PARCEL
Total area of parcel: 20,081 SF (0.461 acres)
Existing Home/Decks/Hangar 2,964 SF
Driveway 2,184 SF
Ramp
Parking/ turn around area
TOTAL IMPERVIOUS=
AEC CALCULATIONS:
Total Area within the AEC
Total Impervious Win 75' AEC
Ramp area within AEC
1249 SF
3,251 SF
9,648 SF (48.1%)
6,492.5 SF
4,240 SF (65.30/6)
1,249 SF
' EIVE®
MAR I ? .)nr»
COASTAL MANAGEMENT
ELIZABETH CITY
Parking/ Turn around area Win AEC 2,991 SF
INFILTRATION CAPACITY REQUIRED FOR PARKING/ TURNAROUND AREA:
1.5" EVENT
3,251 SF X 1.5"= 58,518 cubic inches/hour
4.3 " EVENT
3,251 SF X 0.5= 167,752 cubic inches/hour
INFILTRATION CAPACITY PROVIDED:
737 SF x 20 inches of infiltration/hour =176,880 cu. inches hour (minimum)
Site soils consist of Corolla fine sands with a minimum infiltration rate of >20 inches per hour.
Infiltration areas will exists at approximately 3 feet above normal water level of the Currituck Sound
(4.1 feet above MSL, NGVD vertical datum). Groundwater exists at approximately 1.0 ft above MSL
(NGVD datum), providing at least 2.0 feet of separation.
NOTE: 737 sq. feet = the sum of the two infiltration areas provided on the north and south sides of the
parking/ turnaround area. (450 SF and 287 SF respectively).
Only stormwater derived from 484.5 SF of the ramp cannot be infiltrated (it is also impracticable to
drain this area due to its location on the ramp slope.
LIAR 1 8, 7nn?
COASTAL MANAGEMENT
r7LIZ_ABETH C11'Y
'IVEV
Form DCM-MP-1
1. APPLICANT
a. Landowner:
Name Dr. Scott Leedy
Address 3104 Walnut Street
City Harrisburg State PA
Zip 17109 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) EPI #01-141
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
Duck
c. Street address or secondary road number
1358 Duck Road
MAR 15 2nno
COASTAL MANAGEMENT
ELIZABE-s H CITY
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Currituck 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.
Construction of an amphibious aircraft (water
dependent) and associated fill activities. Parking and
turn-around area for aircraft. Two (2ft x 2ft x 3ft
high) stone lighted navigation markers are also
requested for safe ingress/egress of aircraft. Fill
activities relating to stormwater infiltration system
landward of 30 ft buffer. Clearing of vegetation
within the AEC for adequate wing clearance. A 3.5 ft
wood walk and 3.5 ft stairs will be constructed to
access parking area for aircraft.
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 ATTACHED NARRATIVE _
Revised 03/95
?P"' IV
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 0.461 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL _
2-4 above MI-1W feet within AEC
d. Soil type(s) and texture(s) of tract
Corolla fine sand
e. Vegetation on tract Myrica cerifera, Spartina
alterniflora
n ?f111 nrr?,vf'u? ??tr?
f. Man-made features now on tract House, Hangar,
driveway
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?
Residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j•
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
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 X (fringe margin of 404)
If yes, has a delineation been conducted? No
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
Individual si)tic system
MAR 18,2?9n-?
COAST Lq t?eiIINANAG
X l= s
1 C7_ g Water
n. Describe location and type of disc
the state. (For example, surface runoff, sanit,
wastewater, industrial/commercial effluent, "wa
down" and residential discharges.) Surface Runoff
o. Describe existing drinking water supply source.
Dare County Water System
5. ADDITIONAL INFORMATIC
In addition to the completed application form,
following items must be submitted:
• A copy of the deed (with state application only)
other instrument under which the applicant claims ti
to the affected properties. If the applicant is i
claiming to be the owner of said property, then forw,
a copy of the deed or other instrument under which 1
owner claims title, plus written permission from
owner to carry out the project.
• An accurate, dated work plat (including plan vi
and cross-sectional drawings) drawn to scale in bh
ink on an 8 1/2" by 11" white paper. (Refer to Cow
Resources Commission Rule 7J.0203 for a detai
description.)
Please note that original drawings are preferred a
only high quality copies will be accepted. Blue-l.
prints or other larger plats are acceptable only if
adequate number of quality copies are provided
applicant. (Contact the U.S. Army Corps of Engine
regarding that agency's use of larger drawings.) A
or location map is a part of plat requirements m
must be sufficiently detailed to guide agency person
unfamiliar with the area to the site. Include highway
secondary road (SR) numbers, landmarks, and the lil,
•A Stormwater Certification, if one is necessary.
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners a
signed return receipts as proof that such own
have received a copy of the application and plats
certified mail. Such landowners must be advised t
they have 30 days in which to submit comments on
proposed project to the Division of Coa;
Revised 03/95
Gi r. R _c Q°? a C/
Form DCM-MP-1
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Gary and Stella Michnik
Address 1114 NW 90'1' Way Plantation, FL 33322
Phone [phone]
Name
Address
Phone
David and Nancy Forr
Rd 5 Box 885 Altoona PA 16601
Name Dr. Scott Leedv (not notiLied--applicant)
Address 3104 Walnut St. Harrisburg PA 17109
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Minor #2001-108
CAMA Violation #02-22A
?v
• A check for $ ?d e 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.
MAR 18.?om
COASTAL MANAGEMENT
BL.LZABETH CITY
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 /2 day of fllarrk , 2003.
Print Name K_ O n I _7_"r"4 g
Signature >1_7'
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
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.
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.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW)or
(NWT.)
Canal
Boat
basin
Amphibious Aircraft
Ramp
31.1 CY concrete Total
19.9 CY Above NWL
11.2 CY Below NWL
SAND Assoc. w/
RAMP
69.1 Total Fill
51.1 CY above NWL
18 CY below NWL
3251 SF Aircraft
Parking and Turn
Around Area
39.7 CY Concrete
79.5 CY Sandy Fill
Stormwater
infiltration areas
450 SF--- (16.6 CY)
287 SF---(10.6 CY)
Other
(Excluding
shoreline
stabilization)
N/A ------ ------- -------
N/A ------- -------- -------
N/A -------- ------- -------
(at shoreline at shoreline)
0 +1.7
(at terminus) (at terminus)
100 ft 25.5 ft -2.2 -2.2
see cross
section of
ramp
1 ft
59 55 ft 3.0 above 4.0 above
. WL NWL
above NWL above NWL
50' 9' 2' 3'
41' 7' 2' 3'
N/A --- --- ------- -------
' I` ED
LIAR 1 8 ?nm
COASTAL MANAGEMENT
ELIZABETH CITY
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 8 cubic yds
b. Type of material to be excavated Sand/silt
c. Does the area to be excavated include coastal
wetlands? X Yes No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Landward of the 30 ft
buffer
b. Dimensions of disposal area 20 ft X 11 ft x 1.0
It = 8.1 cubic yards
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
Maintenance? Yes X No
If yes, where?
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes X No
Revised 03/95
Form DCM-MP-2
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 148' along ramp, 13' along shoreline
c. Average distance waterward of MHW or NWL
3 ft
d. Maximum distance waterward of MHW or NWL
3 ft.
e. Shoreline erosion during preceding 12 months
1 foot
(Source
information)
of Applicant, Dr. Leedy
f. Type of bulkhead or riprap material
clean granite rip rap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 133'x 3.0'x 0.8'= 12 cubic yards
(2) Bulkhead fill N/A
h. Type of fill material: Clean granite rip rap
i. Source of fill material: permitted qggrry
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 18 cubic yards sand (Below NWL)
IL 2 cubic yds concrete below NWL
(2) Dimensions of fill area conc. =36'x 25.5'
x 0.33' =11.2 CY
Sandy fill base-38'x25.5'x 0.5'= 18 CY
(3) Purpose of fill Amphibious Aircraft Ramp
(Water Dependent)
VAR 1. 8 ?nn?
OTHER-- 79.5 cubic.ysards, of 5=C? CEMENT
provide base for plane paikiqg'?'r & Egv
around area and stormwater treatment areas.
90 cubic yards of concrete will be required to
construct parking/turn around area
Total of 27.2 CY of loose sandy fill to create
stormwater infiltration areas to be contained
by retaining walls per plans.
2-- 2'x2'x3' stone lighted columns to serve as
navigational aids for ramp.(shown on plans)
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
The ramp will require the filling of a mixed sand and peat
Substrate with clean sandy fill to facilitate sea plane ramp
construction.
A fringe margin of 404 jurisdictional wetlands will also
be filled also by this construction.
The total ramp length will be 100 feet with 64 feet of this
lying above NWL.
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? _
silt fence
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Front end loader
c. Will wetlands be crossed in transporting
Equipment? X Yes No
If yes, explain steps that will be taken to lessen
Environmental impacts.
A fringe margin of 404 exists along the
Shoreline in the ramp area. better defined by
coastal wetland alignment stakes.
Revised 03/95
Form DCM-MP-2
Consistinlz of saturated sands. Only the area to be
filled by the ramp and rip rap ramp stabilization
will be disturbed.
Scott Leedy EPI # 01-141
Applicant or Project Name
,/gJ /
Signature
:3/l;ZIZ
Date(
p? EIVED
MAR 18. inr?;
COASTAL MANAGEMENT
ELIZABETH CITY
Revised 03/95

Form DCM-MP-3
MAR .1
"10ASTAL IW04AGEMENT
ELIZABETH CITY
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
Amphibious aircraft parking and turn around pad
(concrete)
b. Number of lots or parcels
c. Density (give the number of residential units and the units
per acre) 1 per 0.461 acres
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Approximately 6500 SF
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 X No
If Yes, date submitted N/A less than one acre
f. List the materials (such as marl, paver stone, asphalt, or
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. 65.3%
development plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date submitted 3/3/03
i. Describe proposed method of sewage disposal.
Existing on-site septic system
j. Have the facilities described in Item i. above received
state or local approval? Yes, system is in place
(Attach appropriate documentation)
k. 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, runoff from ramp
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Dare County water system
m. Will water be impounded? _
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded? N/A
Dr. Scott Leedv EPI #01-141
Appl cant or. Project Name
Signature
Date
Yes X No
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site
Form DCM-MP4
6VAR
t-yA rAG 1viAiVAUI STRUCTURES ! 17,4 rti 0177
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e. Mooring buoys N/A
Form DCM-MP-1. Be sure to complete all other sections of the (1) Commercial _ Private _ Community
Joint Application which relate to this proposed project. (2) Number N/A.
(3) Description of buoy (Color, inscription, size, anchor, etc.
a. Dock(s) and/or Pier(s) N/A N/A
(1) Commercial Private Community
(2) Number
(3) Length (4) Width of water body N/A
(4) Width (5) Distance buoy(s) to be placed beyond shoreline
(5) Finger Yes , No X N/A
Piers
(i) Number
(ii) Length f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(iii) Width (1) Commercial Community Private
(6) Platform(s) Yes X No (2) Number
(i) Number (3) Length
(ii) Length (4) Width
(iii) Width
(7) Number of slips proposed N/A g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian property Amphibious Aircraft Ramp, See DCM MP-2
lines N/A 3.5 ft wide stairs within 30 ft. buffer
(9) Width of water body N/A 3.5 ft wide wood walk partially within 75 ft AEC
(10) Water depth at waterward end of pier at MLW or 2- 2'x2'x3' stone lighted navigation columns
NWL N/A 1- 3 ft high retaining wall along south property line
2- 1 ft high retaining walls landward of 30 ft buffer
1- 1 ft high retaining wall along north property line
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 N/A
(2) Length
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
Dr. Scott Leedv EPI #01-141
Applicant of Project Name
/4f eoo?
Signature
ill'z/D
Date
Revised 03/95
;4.u MAR I ?001
CAVATE OAS TAL MANAGEMENT
1.0 ti 17 X 25.55 X 0.5= 8 CY ELIZABETH CITY
SPOIL DISPOSAL AREA
CROSS SECTION SILT FENCE
??jb SCALE: 1"=5'
r.. .
20 X 11 X 1.0- 8.1 Cy
? I
FILM TO BE LEVELEDNY? 6
t}? ? AFTER DEWATERING v
,-COASTAL WETLAND ALIGNMENT
DIVISION STAKES
?,? - - AREA TO BE
CLEARED OF VEGETATION
-- `?? FOR WING CLEARANCE

X30' SHORELINE
BUFFER
4
A
5' AEC
SPOIL DISPOSAL AREA
20 X 11 X 1.0= 8.1 CY CAPACITY
I w"
VEGETATION CLEARING, EXCAVATION
AND SPOIL AREA
SCALE: 1 "=20'
10/21!2002 12:12 2524410721 ENVIRONMENTAL. PROFES 1. PAGE 02
To Whom It May Concern,
21, 2002
I hereby authorize Environmental Professionals Inc. to file submit the .ecessary
documents for a CAMA Major Application for the sea plane ramp, acces ; and turn
around pad.
Dr.Scott Leedy
Signature
Date
DIVED
1. 8 /nr
KTA!_ MANAGEMENT
_UZABETM CITY
* Page 2
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southern shores
'Kitty Haw'k. Beach
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Croatan`shores
Kill Devil Hills
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This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use.
MapQuest and Its suppliers assume no responsibility for any loss or delay resulting from such use.
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Ware' NUMBERED
Marsh STREETS

let Ave US
120 1st St T25; U26
2nd Ave U7; U26

2 Shannons stand 2nd St U25; U31
3rd Ave U7

r
?.: 3rd St U25; U31; U33
3rd St W T25
4th Ave U7
4th St 724; U24; U31
5th Ave U7
51h St T24
C1
?,?? j T^ `
r.` CcrpS
Qr
D
6th Ave U7; U29
7th Ave U7
U29

;? to
:
8th Ave T29 U8
8th St U31
?- r Y $11 11V 9th Ave T6; T30
2 ry i t ? y fi xw F t1NG
9uN 11th Ave T
12th Ave T5
5
13th Ave T5
31st S1 U10
a v t? Lr j A
34th St U9
th St U9
5
4

a1? M R S is„ zN j

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1g Hill Point
oD
SOUND SE C
E

OC1:A
S 36th St U9

ROUTE
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t?
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VILLAG qRY
D
NUMBERS
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"NC 1203 U13
CAF EYSINLET AR`O g3 NC1206R16
HAMtf NC 1207 A17
NC 1208 518
RN SEATERN NC 1208 P16

im, s

NOR H MALL
WI ;D DUCK
gpDR NES' NC 1210018
NC 1211 R18
NG1212S19

a -
v0 POI T
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NC 1214 S19
31 j
OUR DR ST
C ROLINA NC 1215 S19
NC 1216T20
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SPRiDTAr Dq US 158 P13
US 158 Bus V25
S US 158 By-P U25
ltjyl
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PINTAIL =

A LL
PLACE
NAMES
J? ? WIDGEON
0 mS NO HILLS
Amy Acres U4
RIC
a , D W GEESE
D NES Barrier Island U2
Baum Say Bay S28
8
Bayberry Bluffs U2
l
?1 SAN
RL
R
NOW r-,FVSF CC Byrum U1
Cafleys Inlet Hamlet 030
Carolina Dunes F31
LASS s OUTH Chlcahauk T11 .

SE RD
a Colington Harbor N25
Conch Shell Est V33
c RID G
: = Corolla J3
Croa tan Shores U25
3 5 Dick Place 012
OS REY Duck U3
Duck Landing 73
Ri
Sh
U2
dge
ores
Duck
First Flight Village T25
US Georgetown Sands U4
Hargraves Beach U5
Station Pier Inv (acct T.5
(SEE MP2 FOR CALCULATIONS)
2.0 RIP RAP
4" CONCRETE 25.5 X 26 X 0.33= 8.2 CY

4" CONCRETE 52 X 25.5 X 0.33=16.4 CY
8" SANDY BASE 52 X 25.5 X 0.66= 32.4 CY
R
ABOVE NWL
148'X 3 X 2= 32.8 CY
BELOW NWL
133'X 3 X 0.8= 12 CY
,SHORELINE STABILIZATION '`
P

13' X 3 X 2= 2.9 CY ?•
COASTAL WETLAND
ALIGNMENT
DIVISION STAKES

,?•-? 4" CON RETE
N?VL
,?•- '~? 25.5 X 7 0.33= 2.2 CY
? wV D
MAR 1
AREA TO
BE SODDED CoASTAI. Iu-:1,NAUEME
FLIZABL"rH CITY
30' SHORELINE
- 450 SF X 1,0 = 16.6 CY
BUFFER--- ( AREA MUST BE FILLED
WITH FINE LOOSE SANDS
287 SF X 1.0 =10.6 C SIMILAR TO COROLLA
(AREA MUST BE FILLED FINE SANDS)
WITH FINE LOOSE SAN[ 6
SIMILAR TO COROLL
=SANDY FILL
FINE SANDS)
E = CONCRETE
76 AEC SAND: 3,651 SF 0.66'= 90 CY
CONCRETE: 3,651 SF X 0.33'= 45 CY
FILL AREAS
SCALE: 1"=20'
MAR 1 ' n n?
,--EXCAVATE COASTAL MANAGEMENT
17 X 25.5 X 0.5= 8 CY ELIZABETH CITY
SPOIL DISPOSAL AREA
CROSS SECTION SILT FENCE
SCALE: 1"=5' I
11 X 1..4= 8.1 Cl( 77 J.
FILL TO BE LEVELED
AFTER DEWATERING
P. --COASTAL WETLAND ALIGNMENT
DIVISION STAKES
AREA TO BE
CLEARED OF VEGETATION
FOR WING CLEARANCE
?30' SHORELINE
BUFFER

x
AEC
SPOIL DISPOSAL AREA
20 X 11 X 1.0= 8.1 CY CAPACITY
VEGETATION CLEARING, EXCAVATION
AND SPOIL AREA
SCALE: 1"=20'
RAMP CROSS
SECTION
AND RIP RAP
DETAILS
PrFCEIVED
LAAR 1 )q--)
-f )AS,,T ,L IAANAGEMENT
'=.1 i7ABETH CITY
RAMP SURFACE
1 ' 25.50' ?I
RIP RAP
GEOTEXTILE
FABRIC
FILL AREA
Height of fill varies
RIP RAP Along shoreline alignment
k3,00' A 13 linear feet total
RIP RAP
!o
Normal water
level varies with
ramp slope
-44- --
EXISTING GRADE
I
I
I
NWI_
SCALE
1 in= 5 ft
Dr. Scott Leedy

IWAR
COASTAL ILIA
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X11 excavation, fill,
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:ip rap placement below NWL
:o occur while water is
Jumped out.
COFFER DAM
DETAILS
Coffer dam
approximately 5 ft
from imp edge
x 2.2 =water depths
. C I D
MAR 1 8 ?nr?",
GROOVED BOAT RAMP ',.,OAST AL NIANAG
SURFACE DETAIL ELizASErH C
CURRITUCK SOUND
WATER LEVEL
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DESIGN
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MAR 1 81?n
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N/F N/f
N/F DR. SCOTT LEEDY GARY AND STELLA
DAVID AND NANCY FORR MICHNIK
SEPTIC L
AREA V%
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EIR
75.00'
EIR
R/V
75.00
75.00' - S 01. 6'00' H 16•a
N.C. ROAD 1200 (PER PLAT) PKI @ 69,E
60' R/W INT WITH
CANVASBACK
DRIVE
ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
2810 N. CROATAN HIGHWAY
P.O. BOX 3368
KILL DEVIL HILLS, NC 27948
[phone]
[phone] (FAX)
BASE MAP. TAKEN FROM COASTAL ENUISILLMNCj
SCOTT LEEDY
CAMA MAJOR PERMIT
LOT 97 SECTION B CAROLINA DUNES
DARE COUNTY ATLANTIC TOWNSHIP NORTH CAROLINA
SCALE: 1"=40' DATE: 3/12/03
?RAWN BY: RW REVIEWED BY: GW JOB : 01-141
NOT FOR CONSTRUCTION FOR PERMITTING PURPOSES ONLY
NCDENR
North Carolina Department of Environment and Natura
Division of Coastal Management
Michael F. Easley, Govemor . Donna D. Moffitt, Director
April 7, 2003
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
Resources
William G. Ross Jr,, Secretary
WETLANDS1401 Gppuc
APR
NATERQUAb,rywcCrid
CAMA/DREDGE & FILL Permit Application Review
Scott Leedy
1358 Duck Road in Duck, Dare County adjacent to the Currituck Sound
Construct a ramp, parking and turn area for an amphibious aircraft,
navigation lights, retaining wall and riprap.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 28, 2003. If you have any questions regarding the proposed project, please contact
Lynn W. Mathis at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: hfp://dcm2,enr.state.nc.us
An Equal opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

QCM % DWQ %
Development Type FEE (14300 1601435100093 1625 6253) /24300 1602 435100095 2341
I. Private, non-commercial
development that does not Involve
5250
100%(S250) 0°io (SO)
the filling or excavation of any
wetlands or open water areas:
it. Public or commercial development 0% (SO)
that does not involve the filling or $400 100%($400)
excavation of any wetlands or open
water areas:
tit. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, l3, C, or D
below applies:

III(A). For private, non-commercial
development, if General water Quality $250 100%($250) 0%($0)
Certification No.3301 (see attached)
can be applied:
lll(S): For public or commercial
development, if General water Quality $400 100%(S400)
0% (SO)
Certification No.3301 (see attached)
can be applied:
Ill(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:
Ill(D), If General Water Quality
Certification No. 3301 (see attached) 5400 60% ($240) 40% (5160)
can not be applied:
For development that involves
IV
.
the filling and/or excavation of more $475 6055 (5285) 40% (5190)
than one acre of wetlands and/or
open water areas:
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