20052194 Ver 1_Complete File_20051212

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 19, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-2194
Dare County
Mr. B. Gary McGee
Town of Kitty Hawk
101 Veterans Memorial Drive
Kitty Hawk, NC 27949
Subject Property: Kitty Hawk - Harris Tract Park
Snake Run Ditch - Kitty Hawk Bay [030156, 30-19, SC]
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. McGee:
You have our approval, in accordance with the attached conditions, to shade 0.3092 acres of vegetated
404 wetland and shade 0.0296 acres of non-vegetated wetland (shallow bottom - estuarine water) to
construct a dock and 6 small foot bridges as described in your application received by the Division of
Water Quality (DWQ) 401 Oversight/Express Review Permitting Unit on December 12, 2005. After
reviewing your application, we have determined that the Division of Water Quality (DWQ) General
Water Quality Certification Number 3400 covers these water impacts. This Certification allows you to
General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition,
you should get or otherwise comply with any other federal, state and local requirements before you go
ahead with your project including (but not limited to) erosion and sediment control regulations and
CAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
Vegetated 404 wetland 0.3092 acres shaded DCM Field Investigation Report
Non-vegetated wetland shallow bottom - estuarine water 0.0296 acres shaded DCM Field Investigation R ort
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
No"i` Carolina
Natura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Town of Kitty Hawk
Page 2 of 2
January 19. 2006
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
if you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721- or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
vv",.
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
DMF Headquarters, P.O. Box 769, Morehead City, NC 28557
Filename: 052194KittyHawkHarrisTmctPark(Dare)101_CAMA
Ai_ 2 0 0 52 1 9 4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
December 8, 2005
MEMORANDUM:
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SUBJECT:
Applicant:
Cyndi Karoly+
Environmental Biological SuPerviso -?
Division of Water Quality
Doug Huggett jz
Major Permits Processing Coordinator CAMA/DREDGE & FILL Permit Application Review
Town of Kitty Hawk
Project Location: The Woods Road (SR 1206), Kitty Hawk, Dare County
Proposed Project: Day Use Recreational Area
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12129/05, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Lynn Mathis at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
SIGNED
)roject for reasons described in the attached
o. ( l9 0 ?
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
This agency approves of the project only if the recommended changes are
incorporated. See attached.
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
.I 2005219-11
1. APPLICANT'S NAME: Town of Kitty Hawk
2. LOCATION OF PROJECT SITE: The Woods Road (SR 1206) approximately
850'northwest of the intersection of The Woods Road and Kitty Hawk Road, in the Town
of Kitty Hawk, Dare County.
Photo Index - 2000: 185-2093 D, E & F 7-9 1995: Not Available 1989: 146-15 O,
P & Q 20-23 1984: Not Available 1978: Not Available
j State Plane Coordinates - X: 2 969 675 Y: 860 425
3. INVESTIGATION TYPE: CAMA/ Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -
(1) Staff Present: Ted Sampson, John Cece, Kim Hedrick
(2) 10105105 - Staff Present: Lynn Mathis & John Cece
Was Applicant Present - (1) Yes (2) No
5. PROCESSING PROCEDURE: Application Received - November 8, 2005
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kitty Hawk
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES,EW,CW, & PTA
(C) Water Dependent: Yes
j (D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Paved Parking Area
Planned - One large gazebo in the main recreational area, six pedestrian bridges, a
raised walkway and trail around the property, a dock and kayak off
loading area (step down), two small gazebos with a kayak tie-up areas
along a raised wooded walkway and trail, a half basketball court,
shuffleboard court, a picnic area with tables, and a parking lot.
j (G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nVPnnPn FTT I FT) SHADING
(A) Vegetated Wetlands: 404 12,588sf
Scirpus spp., Spartina patens, 882sf
Cladium jamaicense
(B) Non-Vegetated Wetlands:
Shallow Bottom /Estuarine Water 600sf 1,292sf
(C) High Ground: Combined totals - 26,226sf 3,134sf

Town of Kitty Hawk
December 1, 2005
Page 2
(D) Total Area Disturbed: 26,826sf (.62 acres)
(E) Total Area Shaded by Structures: 17,896sf (.41 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SC Open: No
8. PROJECT SUMMARY: The Town of Kitty Hawk would like to create a day use recreational
area that will include a main kayak staging area and launch, a small fishing dock, a
boardwalk with six pedestrian footbridges connecting a pedestrian trail and two small
gazebos with kayak and canoe tie-up areas, a half court basketball court, several picnic tables
with grills, a central gazebo with a picnic area, pier and a parking lot.
PROJECT SET I ING
The property in question was purchased by the Town of Kitty Hawk in 1999 and consists of
16.15 acres of high ground, water and wetlands, and is commonly referred to as the "John Harris
Tract." There is a 15' wide paved entrance into the project site that is located approximately
850'northwest of the intersection of The Woods Road (SR 1206) and Kitty Hawk Road, in the
Town of Kitty Hawk, Dare County. Located north of the Town's property is a mini-storage
facility owned by Happy Boxes Three, to the south is open water and Snake Run Ditch, to the
east is a large vacant tract (also belonging to the Town of Kitty Hawk), and to the west is a retail
gardening center. Approximately 219' of the property, fronts directly onto The Woods Road.
Along the western section of the property where the paved entrance is located, there is an
existing 23,187 square feet asphalt access and parking lot between 15' and 30' from normal
water level. There are no other man-made structures on the property.
The property has a ridge and swale topography originally formed by Aeolian Transport that was
subsequently reshaped by sand mining operations in the 1980's. Upland areas form maritime
ridges that are anywhere from 3' to 10' above normal water level. The upland maritime ridges
transition to 404 wetland swales and water that are oriented in a north to south direction.
Between the ridges there are several open water areas that interconnect, leading to Sandy Run,
Duck Pond Run, Kitty Hawk Bay, and finally the Albemarle Sound. These open water areas are
labeled on the plans and are a product of the mining operations undertaken at this site by Outer
Banks Contractors. Of the 16.15 acres, .012 acres are Coastal Wetlands, 8.65 acres are 404
Wetlands, 25.06 acres are open water, and 2.32 acres are high ground.
Vegetation on the site along the high ground ridges is dominated by live oak, American holly,
flowering dogwood, poison ivy, catbrier and giant cane. Freshwater wetland vegetation include,
but is not limited to red cedar, wax myrtle, royal fern, cinnamon fern, red bay, and common reed.
The Coastal Wetlands are dominated by black needle rush, bulrush, cattail, giant cord grass, salt
marsh cord grass, and saw grass.
_q
Town of Kitty Hawk
December 1, 2005
Page 3
The waters surrounding the property are tributaries of Sandy Run and Duck Pond Run, which are
classified as joint waters by agreement between the Marine Fisheries Commission and Wildlife
Resources Commission. The Division of Environmental Management's water quality
classification for the Albemarle Sound is SC (fish propagation). Review indicates that there are
no identified archeological sites on the applicant's property.
PROJECT DESCRIPTION
The Town of Kitty Hawk proposes to construct a day use recreational area that will include a
main staging area, a kayak and canoe launch, a small fishing dock, boardwalks with six
pedestrian footbridges connecting two small gazebos with kayak and canoe tie-up areas, a half
court basketball court, a concrete shuffle board court, horseshoe pits, several picnic tables with
grills, a water fountain, a central gazebo, and a parking lot. There are no bathroom facilities
associated with this project.
For the purpose of this report the proposed work is broken down into three major headings; 1)
Main Recreation Area and Parking Lot Fronting on The Woods Road, 2) Proposed Bridges,
Walking Trail and Gazebos, and 3) Proposed Dredging.
(1) Main Recreation Area and Parking Lot Fronting on The Woods Road
A. Impervious Lot Cover
The applicant proposes to remove a 23,187sf asphalt drive and parking lot and
redevelop the site to accommodate three picnic tables and grills, a water fountain, a
585sf open gazebo, a shuffle board court, a basketball court, a horse shoe pit, associated
walkways, a 20 car parking lot, and expanded paved access from The Woods Road. The
redevelopment will result in the loss of 9,677sf of the existing asphalt cover (7,529sf
within the 75' AEC and 2,148sf outside of the 75' AEC) from the property. However,
the Town proposes to increase the width of the existing drive, accessing the site, from a
width of 15' to 24' to accommodate two-way traffic. This expansion will result in the
placement of approximately 720sf of new asphalt within the 75' AEC (outside of
footprint of the existing access). The widening of the drive will also result in the
placement of approximately 25sf of impervious surface within the 30' buffer. The total
area of impervious surface on the property, within the 75' AEC, will be less than 4%.
Existing lot cover within the 75' AEC: 15,850sf
(Including 4,880sf within the 30' Buffer)
Existing lot cover outside of the 75' AEC: 7,337sf
Impervious lot cover to be redeveloped graded and vegetated: 23,187sf
New high ground fill from driveway expansion:
(Including 25sf in the 30' buffer) 720sf
Total Cut and Fill of High Ground: 23,907sf
Town of Kitty Hawk
December 1, 2005
Page 4
B. Land disturbance outside of existing impervious areas in conjunction with the
redevelopment of the site fronting on The Woods Road.
The provide a safe pedestrian access to the water.adjacent to the main gazebo, within
the 30 buffer, the shoreline will be graded and backfilled with sand leading to a step
down system to the water for launching kayaks and canoes. The Town proposes to
extend the steps for the kayak and canoe launch below NWL, which will require a
small area of excavation below NWL. Dredge totals for the kayak and canoe launch are
addressed in section 3 on page seven, under Dredging.
Cut and fill area pedestrian access to the water: 215sf
Cut and fill for kavak launch: 64sf
Total Area of High Ground Fill: 279sf
C. Proposed Pier/Dock
On the east side of the main gazebo, adjacent to the kayak launch, the Town proposes
to construct a small dock (20'x 6') paralleling the shoreline. The dock will be
accessible by a walkway leading from the main gazebo and by stairs adjacent to the
kayak launch.
A 20' x 5' section of the dock will be waterward of NWL. 100si
Total Area of Shaded Shallow Bottom andEstuarine Water: 100`s1
The remaining 20' x 1' of the dock will be over high ground. 20sf
Total Area of Shaded High Ground: 20sf
(2) Proposed Bridges, Walking Trail, and Gazebos
A. Proposed Pedestrian Bridges
There are a total of six proposed pedestrian water crossings on the property to connect
the proposed recreational trail and to access the two gazebos.
Bridge #1
Bridge will cross 27' of open water, bridging from high ground to high ground. Water
depths at the center of the water crossing are approximately two feet below NWL. The
bridge will be a pre-fabricated single span structure 6' x 35'.
A 6'x 27' section of the bridge will extend over water. 162sf
Area of Shaded Shallow Bottom and Estuarine Water: 162sf
A 6' x 8' area of the bridge will extend over high ground. 48sf
Area of Shaded High Ground: 48sf
Town of Kitty Hawk
December 1, 2005
Page 5
Bridge #2
Bridge will cross 25' of open water. Coastal and 404 wetlands are found on either side
of the bridge crossing. Elevated wooden walkways are proposed over the adjacent
wetlands.
Dimensions of the bridge 6' x 25': 150sf
Area of Shaded Shallow Bottom and Estuarine Water: 150sf
Bridge #3
Bridge will cross 20' of open water. Wetlands (404) are located on either side of the
bridge crossing. Elevated wooden walkways are proposed over the adjacent wetlands.
Dimensions of the bridge 6' x 20': 120sf
Area of Shaded Shallow Bottom and Estuarine Water: 120sf
Bridge #4
Bridge will cross 12' of open water. Wetlands (404) are located on either side of the
bridge crossing. Elevated wooden walkways are proposed over the adjacent wetlands.
Dimensions of the bridge 6' x 12': 72sf
Area of Shaded Shallow Bottom and Estuarine Water: 72sf
Bridge #5
Bridge will cross 40' of open water. Wetlands (404) are located on either side of the
bridge crossing. Elevated wooden walkways are proposed over the adjacent wetlands.
Dimensions of the bridge 6' x 40': 240sf
Area of Shaded Shallow Bottom and Estuarine Water: 240sf
Bridize #6
Bridge will cross 16' of open water. Wetlands (404) are located on either side of the
bridge crossing. Elevated wooden walkways are proposed over the adjacent wetlands.
Dimensions of the bridge 6' x 16': 96sf
Area of Shaded Shallow Bottom and Estuarine Water: 96sf
Total Area of Shaded Shallow Bottom/Estuarine'Water: 840sf
Total Area of Shaded High Ground:. 48sf
B. Proposed Walking Trail
The proposed trail will be six feet wide and approximately 3,213' long. It will consist
of both elevated wooden walkways and gravel paths along high ground areas. Elevated
walkways will be constructed over all delineated coastal and freshwater wetlands.
Gravel will be used to create 340' walking path along the west side of the property
along a high ground ridge. Approximately 10sf of that graveled path will fall within the
75' AEC. The remaining trail (not including any water crossings) will consist of
Town of Kitty Hawk
December 1, 2005
Page 6
elevated walkways over wetlands and intermittent high ground areas and will vary in
height from 18" to 36" (36" over all Coastal Wetlands). Elevated walks are to be
constructed at a width of six feet and will total approximately 2,708' in length, with
511' crossing high ground and 2,197' crossing vegetated wetlands (approximately 147'
crossing Coastal Wetlands).
Dimension of the high ground path 6'x 340'. 2,040sf
Total Area of High Ground Fill: 2,040sf
Dimensions of the walkways over wetlands will be 6'x 2,197'. 13,182sf
Total Area of Shaded Wetlands: 13,182sf
Dimensions of the walkways over high ground will be 6'x 511'. 3,066sf
3,066sf
Total Area of Shaded High--Ground-:_
C. Small Gazebos
Two 166sf gazebos are proposed along the walking trail to provide resting areas,
viewing stations and kayak tip-up facilities. There will be four-foot wide walks around
each gazebo that will ramp down to a small 4' landing at water level. Each gazebo will
be elevated approximately two feet above NWL.
1) The proposed location of the first gazebo is between bridges No. 1 and No. 5. The
gazebo will include a 166sf-roofed area with approximately 8sf extending over the
water. Approximately 130sf will be over vegetated wetlands and 62sf over water.
The average water depth at this site, at the waterward edge of the structure is
approximately 4' below NWL.
Walkway/ramp around gazebo over vegetated wetlands
Gazebo over vegetated wetlands
Total Area of Shaded VetIands '
Walkway/ramp around gazebo, over water
288
62sf
Gazebo over water 8sf
Total Area of Shaded Shallow Bottom/Estuarine Water: 70sf
2) The second gazebo is proposed on the west side of bridge No. 2. The gazebo will
be constructed over water and will be accessed by a 6'x 15' elevated walkway
(pier). The gazebo will include a 166sf-roofed area with a four-foot wide
walkway/ramp to tie off kayaks. The average water depth at this site, on the
waterward edge of the walk is approximately 3' below NWL.
130sf
li
Town of Kitty Hawk
December 1, 2005
Page 7
Pier over water
Total Area of Shaded Shallow-
3) Proposed Dredging
90sf
later: 282sf
There are three sites where dredging is being proposed. The first site is at the proposed kayak
and canoe launching area at the main recreation site. The launch area will provide a step
down into the water and necessitate the excavation of a small area at the shoreline. The area
to be excavated will be approximately 20'x 6'x 1' below NWL to facilitate the installation of
the step system to the water. It is estimated that the total amount of material to be removed
will be 4.3 cubic yards.
The two remaining sites are in areas leading to the large remnant barrow pit on the northwest
side of the property as shown on the plans. In order to facilitate complete access around all
open water areas, within the boundaries of the Town's property, the Town of Kitty Hawk
proposes to dredge the two areas currently impassable by boat. Existing depths within each
area vary from l'-0" along the outside edge of the proposed excavation area to as little as two
inches, based on an on site review. Excavation will be 8'x 30'x 1' at both sites according to
the application and excavation will be carried out with hand tools and hauled by small
motorized equipment able to operate within the path of the proposed walkways. It is
estimated that approximately 10" of material will be excavated at each site for a total of
approximately 7.5 cubic yards per site.
Site #1: Area to be excavated: 20'x 6' 120sf
Site #2: Area to be excavated: 30'x 8' 240sf
Site #3: Area to be excavated: 30'x 8' 240sf
Total Area of Shallow. Bottom/Estuarine Water to be dredged 600sf
A sparse amount of submerged aquatic vegetation (water milfoil) was found at the northern
most dredge site entering the northwest pond. No other vegetation was found within the areas
where dredging is proposed.
ANTICIPATED IMPACTS
All impacts will be within a tract that was previously a commercial sand mining operation. All
areas within the project site are considered previously disturbed, but have naturalized through
several years inactivity.
The project being proposed will have a number of impacts to high ground, water and wetlands if
approved, and are as follows:
Town of Kitty Hawk
December 1, 2005
Page 8
• Area high ground that would be cut, graded and filled in association with the
redevelopment of the main access area along The Woods Road totals 23,907sf.
• Area high ground that would be cut, graded and filled in association with the kayak/canoe
launch and the waking trail 2,319sf.
• The total area of impervious lot cover on the property would not exceed 4%, and the total
area of impervious lot cover would be significantly reduced within the 75' AEC and the
30' buffer.
• The total area of Shallow Bottom and Estuarine Water dredged in conjunction with the
kayak trail would be approximately 600sf.
• The total area of Shallow Bottom and Estuarine Water that shaded by bridges, dock and
gazebos would be 1,292sf.
• The total area of shaded vegetated wetlands would include 12,588sf of delineated 404
wetlands and 882sf of Coastal Wetlands.
• The total area of high ground shaded by elevated walkways would be 3,134sf.
Submitted By: Lynn W. Mathis
Date: December 1, 2005
Town Of Kitty Hawk
Harris Tract Recreational Park
Introduction
The Town of Kitty Hawk proposes to develop a tract of land for recreational use located
on The Woods Road, Kitty Hawk, Dare County, North Carolina. Figure 1 shows the
location of the subject tract of land and surrounding properties. For GIS database
reference, the entry to the subject tract off The Woods Road is located at approximately
82°37'52"W, 34°24'59"N (NAD83 NC Stateplane Meters: X: 275861.722476454 Y:
80015.4748760983, Stateplane Feet: X: 905056.334491499 Y: 262517.437155999,
Lat/Long Decimal Degrees: X: -82.6311872931139 Y: 34.4162646485413, UTM 18
436445E 3991345N). This document provides general information about the subject
tract of land, and surrounding lands, for the purpose of environmental permitting decision
making.
Proposed Activity
The Town of Kitty Hawk proposes to use the subject tract of land for a public access
passive recreation park, with the primary activities to be related to the water features of
the land; canoeing / kayaking; fishing; and hiking and nature observation along the on-
site streams and wetlands. These activities are to be supported by a canoe / kayak staging
and launch facility and an adjacent fishing pier, two fishing and canoe/kayak tie-up
facilities,. and a boardwalk connecting these facilities. As secondary activates, a half
court basketball court, horseshoe pits, a lawn bowling area, and several picnic tables and
grills will be provided in a grassed area adjacent to the parking area. All facilities will be
ADA compliant.
Topographical Setting
The subject parcel of land is located within a large inland region of the northern North
Carolina Outer Banks barrier island system. This area containing Kitty Hawk Woods
typifies ridge and swale landscape character of the mid-Atlantic, developed upon marine
and estuarine deposited unconsolidated sands. The surifical character of these sediments
represent aeolian transport, deposition, and biological processes. A profile of this
landscape includes upland "maritime" ridges located 3 to 10 feet above wetland swales.
The wetland areas are interconnected to Kitty Hawk Bay through Sandy Run Ditch which
passes under Kitty Hawk Road. The ridge and swale topography is oriented northwest to
southeast and is a product of barrier island formation processes, including ocean wave
energy and dominant winds.
The site contains open-waters within the interior and southern boundary. The origin of
the interior open-water system is not entirely known, however is likely relic borrow pit.
Snake Run Ditch is oriented northeast/southwest along the tracts southern boundary and
is manmade. An open water "canal" is located in the western region of the southern
parcel. This "canal" is overgrown and roughly connected to the large (main) open water
area. This "canal" varies from inches to several feet deep. Miscellaneous metal and
wood debris is located in this ditch.
PAENVIRONMENTAUKitty Hawk -Hams Tract\Rpts\appnar.doc
Wetlands are located throughout the site as depicted on the permitting platwork. These
wetlands can be generally characterized as "Coastal" or those under jurisdiction of the
North Carolina Division of Coastal Management, and "404" those under jurisdiction of
the U.S. Army Corps of Engineers.
Upland areas of the subject tract include: naturally occurring maritime ridges (eastern
area of tract), spoil disposal material (northern and northwestern areas of tract) and
developed lands (northwestern, western and southwestern areas). Some upland areas of
the tract that have been anthropogenically modified have a varied and typically
undocumented history.
Vegetation
The vegetative composition of the upland ridge maritime forests are dominated by
Ouercus virginiana (live oak), Ilex opaca (American holly), Cornus jlorida (flowering
Jogwood), Arundinaria gigantean (Giant Cane).
"404" wetland areas typically consist of Juniperus Virginiana (Red Cedar), Myrica
ceri era (Wax Myrtle), Osmunda regalis (Royal Fern), Osmunda cinnamomea (Cinimon
Fern), and Persea borbonia (Red Bay).
"Coastal wetlands" upon the tract contain: Spartina alterniora: (Salt Marsh Cord Grass)
Juncus roemerianus: (Black Needlerush), Scirpus spp.: (Bulrush), Cladium jamaicense:
(Saw Grass), Typha spp. (Cattail), Spartina cynosuroides: (Salt Reed or Giant Cord
Grass).
Baccharis halmifolia (Groundsel Bush), Smilax spp. (Greenbrier), Toxicodendron
radicans (Poison Ivy), Vaccinium Spp.(Highbush Blueberry), Vitis Spp. (Grape)
Woodwardia Spp. (Virginia Chain Fern), exist within the ecotone between upland and
wetland areas.
Construction Description
Construction of parking and basketball areas will be accomplished using typical earth
moving and paving equipment. Pile supported walkway will be constructed over
wetlands by working from installed section and continuing or progressing through
wetland area. Material to be excavated during the project shall be disposed off site. A
8,400 square foot disposal site has been reserved at the Kitty Hawk Fire Department at
965 Kitty Hawk Road.
Mitigative Measures
The proposed activities have several "built-in" mitigative components.
Removal of Impervious Surface. The proposed parking area of the site is
currently asphalt covered. The origin of the asphalt is unknown. The proposed
project design will result in removal of 10,165 (.233ac) square feet of asphalt.
P:` ENVIRO\bSTENTALI1 Ctty Hawk -Harris TmCLRpts?appnandoc
Importantly, the areas that will become pervious surface are adjacent to surface
waters.
Orientation of Boardwalk Wetlands were delineated in the field and the
boardwalk was designed to utilize upland areas where possible. The boardwalk
alignment has purposefully avoided large trees, especially bald cypress.
PAENVIRONMENTAL1Kitty Hawk -Harris Tract\Rpts\appnar.doc
Z-e? .aF m?ra•4
Form DCM-MP-1
SEP L 11,
COASTAL F4 -C-QAG!-:MEN i'
1. APPLICANT
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
a. Landowner.
Name Town of Kitty Hawk
Address 101 Veterans Memorial Dr.
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name 1? . Char !Vl G ce-
T?Ott1n ytGc-?-Ge?
Address
City, ? -E4 ac.?k State C-
z'TgL0 .2s--a-Z61- 3ssz,
Zp Day Phone
Fax -7'700
c. Project name (if any) Kitty Hawk - Harris Tract
Park
NOTE Pemlit vAll 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
Kitty Hawk
c. Street address or secondary road number
SR 1206 (The Woods Road)
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Snake Run Ditch. Sandy Run
Ditch
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.
Walkway, canoe staging area parking recreational
facilities. See Narrative
b. Is the proposed activity maintenance of an
existing project, new work, or both? New Work
c. Will the project be for public, private or
commercial use? Public
d. Give a brief description of purpose, use, methods
of construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. See Narrative
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 16.15 Acres
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or
NW L V-13' above NW L
d. Soil type(s) and texture(s) of tract
See Narrative
Revised CM5
Form DCM-MP-1
e. Vegetation on tract See Narrative
f. Man-made features now on tract Asphalt Paving
'g. What is the CAMA Land Use Plan land
classification of the site? (consult the local land use
plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Kitty Hawk Woods
i.
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? NA
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes - No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) 404 Wetlands
m. Describe existing wastewater treatment facilities.
None
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
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is
not claiming to be the owner of said property, then
forward a copy of the deed or other instrument
under which the owner claims title, plus written
permission from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in
black ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue-line prints or other larger plats are acceptable
only if an adequate number of quality copies are
provided by applicant. (Contact the U.S. Army
Corps of Engineers regarding that agency's use of
larger drawings.) A site or location map is a part of
plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with
the area to the site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
0 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. address, phone of adjoining riparian
roperty owners attached.
Revised 03/95
Form DCM-MP-1
• A Ilst of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
None
• A check for $250 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 11 3A -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.
1 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.
zoos'
This is the day of ?eP+' '19 __
Print Name r CAJrI °
Signature
Landowner or Authorized Agent anager
Please indicate attachments pertaining to your
proposed project.
X DCM MP-2 Excavation and Fill Information
_X DCM MP-3Upland Development
X DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
(VOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
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
Rock
groin
Rock
breakwater
Other
(Excluding
shomlim
stabilization)
7
EP ? 1no 'ti
COASrat nh AWACS -"nErd r
ELiy
...°;.
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 19.3 cy
b. Type of material to be excavated Sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic
vegetation (SAVs) or other wetlands? - Yes
X No
d. Highground excavation in cubic yards 98.3 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Kitty Hawk Public
Works, 983 Kitty Hawk Rd.
Disposal Area is not an AEC
b. Dimensions of disposal area 60'X 140'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Same
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
Revised 03/95
Avtrap Foal
Edstlnj r"ded
Form DCM•MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
0 Bulkhead 0 Riprap
b. Length 0
e. Shoreline erosion during preceding 12 months
0
(SOUrC8 of Fnformaticn)
f. Type of bulkhead or riprap material None
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 0
(2) Bulkhead backfill .0
h. Type of fill material 0
i. Source of fill material 0
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 0
(2) Dimensions of fill area Gradinq and fill on
aDproximately 25,000 SF
(3) Purpose of fill Upland Development
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No

SEP ??lirl?
COASTAL of :NAG-A aF
Average distance waterway of MHW or NWE
0
d. Maximum distance waterward of MHW or NW L
0
If yes,
(1) Dimensions of fill area 0
(2) Purpose of fill 0
5. GENERAL
a. How will excavated or 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)?
Typical construction equipment for grading and fill
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. Not crossing wetlands
own 0-( ?) a viL
A piic qProject Name
z
Signature
O W h / V l Gl ?"1 0.q 'LV'
Date 0,7- 01- 0 -T-
Revised 03195
Form DCM-MP-3
U
i
PLAND
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 g.
this proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Kayak staging and
observation area (1) (Partly in Coastal Shoreline
area) boardwalk parking, wooden bridge,
basketball area. h.
b. Number of lots or parcels one
i
c. Density (give the number of residential units and
the units per acre) none
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Approximately
25,000 SF
1 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 X No
If yes, date submitted
f. List the materials (such as'marl, paver stone,
asphalt, or concrete) to be used for paved
surfaces. Asphalt

SEP at ?(11015
COASTAL. Rd I NAO".-#EN C
ELi4, --...
Give the percentage of the tract within 75 feet of
MHW or NW L, 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. 40%
Projects that require a CAMA Major Development
Permit may also require a Stormwater
Certification. Has a site development plan been
submitted to the Division of Environmental
Management for review? Yes X
No
If yes, date submitted
I. Describe proposed method of sewage disposal.
No sewage disposal proposed
j. Have the facilities described in Item I. above
received state or local approval? No
(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 sheet flow runoff via earthen level
spreader
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water supply.
--
Revised 03/95
Form DCh4-MR-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
M. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? Lot is not
oceanfront
aLun o-C ]'?i 44 acv
Ap tic t gi{Froject I '
sfgnature % -7-O w"
?G? C,t cL c? -2tr-
Date 09-01- 09
Revised 03195
Form DCM-MP-4

STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a.
b.
C
d.
Dock(s) and/or Pier(s)
(1) _Commercial X Community_ Private
(2) Number 2
(3) Length See Note 1 below
(4) Width See Note 1 below
(5) Finger Piers Yes X No
(i) Number 0
(ii) Length 0
(iii) Width 0
(6) Platform(s) X Yes No
(i) Number (2) Canoe Tie-Ug Facility
(ii) Length See Note 2 below
(iii) Width See Note 2 below
(7) Number of slips proposed 2
(8) Proximity of structure to adjacent riparian
property lines
30LF to closest neighbor
(g) Width of water body See Note 3 below
(10) Water depth at waterward end of pier at
MLW or NWL
2' - 4' at fishing pier
0'- Vat kayak launch
Tie up 1: 2'- 4' Tie up 2: 4'
Boathouse (including covered lifts) None
(1) 0 Commercial 0 Private
(2) Length 0
(3) Width 0
Groin (e.g. wood, sheetpile, etc.) None
(1) Number 0
(2) Length(s) 0
Breakwater (e.g. wood, sheetpile, etc.) None
(1) Length 0
(2) Average distance from MHW, NWL or
wetlands 0
(3) Maximum distance beyond MHW, NWL or
wetlands 0
e. Mooring buoys None
(1) _ Commercial -Community _ Private
SEP
COASTAL h E116,
ELF':, J1
(2) Number 0
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
No buoys proposed
(4) Width of water body No buoys proposed
(5) Distance buoy(s) to be placed beyond
shoreline No buoys proposed
f. Mooring structure (boatlift, mooring pilings, etc.)
None proposed
(1) _Commercial -Community _ Private
(2) Number 0
(3) Length 0
(4) Width 0
g. Other (Give complete description)
1. Walkway (Boardwalk) - 6' wide x 125' Ion
(over water).
2 Canoe and Kayak observation platform is
partly withing 30' coastal shoreline. Wooden
roof, open side structure with concrete slab floor
constructed entirely over existing impervious
(asphalt) area.
No other structures.
A pli t r ProjectlNpme n
Signature MQ 1a9-ce
Date O g- G 1- O S
Note 1. Fishing Pier Length '10' (parallel to shore)
Width 6'
Canoe launch facility (Dock)
Length 20' (parallel to shore)
Width 6'
Note 2. Canoe/Kayak tie-up facility 6-sided (370 sf) platform with
10' long x 4' wide attached tie-up area (slip), with long side
attached to platform.
Note 3. Fishing pier 30'
Canoe/Kayak tie-up 1 - 80'
2 - 90'+/-
Revised 03/95
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.
? StX t"??STR1Rr? r?nt?S
1. BRIDGES
a. Public X Private (F?,:,sTju&k . tdsE &nL?)
b. Type of bridge (construction material)
Wooden
c. Water body to be crossed by bridge
Unnamed open water adiacent to Snake Run
Ditch
d. Water depth at the proposed crossing at MLW or
3-4 ft.
e. Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge 0
(2) Width of existing bridge 0
(3) Navigation clearance underneath existing
bridge 0
(4) Will all, or a part of, the existing bridge be
. removed? (Explain) 0.
f. Will proposed bridge replace an existing
culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert 0
(2) Width of existing culvert 0
(3) Height of the top of the existing culvert
above the MHW or NWL 0
(4) Will all, or a part of, the existing culvert be
removed? (Explain) 0
g. Length of proposed bridges
h. Width of proposed bridges 6 Ft
i. Height of proposed bridge above wetlands
p: inimum of o feet- -
j. Will the proposed bridge affect existing water
flow?
Yes X No
if yes, explain
k. Navigation clearance underneath proposed
bridge
Minimum of 3 feet C?' hr csT?2?
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m.
Will the proposed bridge cross
containing no navigable waters?
X No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes,. please provide record of their action.
Form DCM-MP-5
WATER CROSSINGS
CROSSING
NUMBER MINIMUM
CLEAR SPAN TOTAL LENGTH
OVER WATER NUMBER OF
SUPPORTS
IN WATER MINIMUM DECK
HEIGHT ABOVE
(AF C &ITER
1 35' 27* 0 5'
2 8' 25'f 4 5'
3 8' 20'* 4 5'
4 8' 12'+ 4 5'
5 e' 40,_-
'
6 8' 1
6+ 4
wetlands
Yes
-9-4 fla/OS
14, V1, L U U? ` u4 4, ` , ?, , . a? FAX NO. 12527523974
,TV V vu LUU:1 wcv Cn 1'i divve ers & Hssociates, incc, .
Form DCM-MP5
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.
z P. 02
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
1. BRIDGES'
a. Public X Private
b. Type of bridge (construction material)
Wooden
c. Water body to be crossed by bridge
unnamed open water adjacent to snake
run ditch
d. Water depth at the proposed crossing at MLW or
NWL 3-4- fees
e. Will proposed bridge replace = existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
F. Will proposed bridge replace an, existing culvert(s)?
Yes X No
if yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
g. Length of proposed bridge 35 feet
It. Width of proposed bridge 6 feet
I. Height of proposed bridge above wetlands
minimum of 3 feet
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? - Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes x No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes --2i- No
If yes, please provide record of their action.
Revised 03/95
12/01/2005 15:32 r.31 Z5Z Z61 fUUU 1U)rn Ur Ail-11 UA"A
FIU4_-oU-?f1UZ) Htu u4:4J ell Kivers & Associates, Inc, FAX NO, 12527523974
I}J V V J
P, 03
Form DCM-NIP-5
2. CULVERTS t3/a
a. Waxer body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace_ as existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
C Length of proposed culvert
g. Width of proposed culvert
h: Height of the top of the proposed culvert above the
MHW or NWL
j. Will the proposed culvert affect existing navigation
potential? Yes ,_ _ _ No
If yes, explain
?rl?Yl
3. EXCAVATION AND FELL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL7
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will tba placement of the proposed bridge or culvert
require any excavation within: NO
Coastal Wetlands SAVs Other Wetlands
If yes, .
(1) Length of area to bs excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes X No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoll disposal am
(2) Dimensions of spoil disposal area
i. Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
(3) Do you claim title to the disposal area?
Yes No
If no, attach a leer granting permission from
the owner.
Rs ised WM
y` ie?iv" ,"v?GUUO"wcu u4?44 r7i ni"vers & fi ciates, Inc. -FAX NO, 12527523974
Form DCM--MP-5
(4) Will the disposal area be available for future
maintenance? Yes No
j (5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No
If yes, give dimensions if different from (Z)
above.1
(b) Does the disposal area include any area below
the MIM or NWL? Yes No
If yes, jive dimension if different from No. 2
above.
a. Will the placement of the proposed bridge or culvert
result in and fill (other than excavated material
described In.Item d. above) to ,be placed below
MHW or NWL? Yes X No
If yes, j
(I) Length.of area to be filled
(2) Width bf area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any! fill (other than excavated material
described in Stem d, above) to be placed within:
_ Coastal Wedands_ SAVs _ Other Wetlands
If yes, NO
(1) Length?!of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any, fill (other than excavated material
described in: Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length Hof area to be filled
(2) Width bf area'to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed. project involve any mitigation?
Yes X No
If yes, explain in detail
ReYW 03193
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in derail
c, Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Forni DCM-MP-2
e. How will excavated or fill material be kept: on site
and erosion controlled?
f. What type of construction equipment will be used
(for example, drugline, backhoe or hydraulic
dredge)? crane - Pile Driver
g. 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.
b. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
RihTers
Engineers
-ssOCiates,
s Planners
November 4, 2005 Surveyors
f ,
Ms. Lynn Mathis
NC Department of Environment and Natural Resources' ?v ;
1367 U.S. 17 South
Elizabeth City, \•C 27909 r?0V _ 2i.
®F,=
SUBJECT: Harris Tract Park
Kitty Hawk, NCt
Dear Ms. Mathis,
By an E-mail message to Bob White, you requested additional information in support of the
application for CAM A permits for the subject project. You and I subsequently discussed these items by
telephone. Your questions and our responses are listed below:
1) The sf of the large gazebo and staging area?
The area of the six-sided covered Canoe/Kayak Staging and Observation Deck is indicated in Note
6 on Sheet 2 of the Environmental Permitting Plan as 585 square feet, of which 222 square feet is
within the 36 foot coastal shoreline area. The entire area is presently paved with asphalt.
2) The plans state the sf of asphalt in the 30' buffer and the 75' AEC, but what is the total area on the
prop''
The total existing asphalt area on the project site is 23,187 square feet, with 15,850 square feet
within the 75 foot AEC.
3) Please confirm the dredge totals. In the application it states that the total to be dredged is 19.3 cubic
yards. If the area to be dredged is 30'x 8'x 8" that total is almost twice to dredge total. Which is correct?
Although the dredge areas at the ponds are indicated on the plans as nominal rectangular areas, the
volume of material to be removed was calculated to include 2:1 sloping sides, since actual vertical
side walls would be impossible to maintain. Also, a small wedge of material at the face of the
Kayak Launching Facility - where the top of the first "step" of that structure would be below the
existing ditch/creek bottom - was included in the calculation. Our calculations are:
Between 2 ponds 7.5 cy
Outlet of large pond 7.5 cy
Face of Kayak Launch 4.3 cy
Total 19.3 cy
A more detailed schematic for the Kayak Launch Facility, showing the material to be removed, is
attached.
107 East Second Street. Greenville. NC 2783S • Yost Office Box 929 • Greenville. NG 27833 • [phone] • FAX [phone]
E-mail: ri%-ers@ri%-crsandassociates.com
Rulers Engineers / Planners / Surveyors • Greenville, North Carolina
_ Associates,
Inc.
Ms. Lynn Mathis
November 4, 2005
Page 2 of 3
4) Where is the 98 cy of high ground excavation. Is this the asphalt? This needs to be clarified.
The 98 cy of high ground excavation is within the 75' AEC in the vicinity of the parking lot. Most
of this volume is in the sloping ramp from the parking lot to the canoe launch area - the area that
looks like a boat ramp. The volume of asphalt being removed was not counted as excavation
where finish grade is higher than the existing asphalt, since the area where the asphalt will be
removed will then be filled with either stone and new asphalt (in the new paved areas), or with
structural and/or topsoil fill material in the areas being converted from imperious to pervious.
5) Where is the dredge spoil being taken. The property where it is being hauled to has a large area of
wetlands. How far from the wetland area will be placed?
Per the Excavation and Fill permit application, spoil material will be disposed on land owned by
the Town of Kitty Hawk at 983 Kitty Hawk Road. Material will not be placed within any wetlands
area or within an AEC on that property.
6) Usually the narrative brings all this information together, but it actually says very little about the
specifics of the project. While excavation is mention, there is no information on how the site will be
accessed to accomplish the dredging, the method of dredging, how the material will transported to a truck
to be removed. The dredge site where the foot bridge will be located is not easy to get to by foot, how
will you get equipment there? How will this be accomplished? I understand that there was a lot of talk
about snagging out the canals/ditches. How will this be accomplished? By hand? If by equipment, how
will they get it back to the site. I see a possible disaster here if these issues are not seriously addressed.
The narrative should clearly state everything being proposed and clearly state all wetland, water, and high
ground impacts.
a.) Dredging access, method, material transportation. One of the dredging areas is located
along the footprint of the proposed boardwalk, and another (at the outlet of the large pond) is
located within 50' of the boardwalk. Project specifications will restrict any disturbance within the
wetland areas to a 10' wide path along the walkway alignment, and will allow clearance of an
access path of that width along the most direct route from the path of the boardwalk to the dredging
area at the outlet of the large pond. Most of the dredging necessary at these locations can be
accomplished with hand carried tools and equipment, however use of motorized equipment - for
excavation or hauling - will be allowed but restricted to only small, low ground-contact pressure
equipment that can be operated within the walkway cleared area without damage to the substrate.
The small amount of excavation necessary at the Kayak Launch Facility can be reached by
conventional excavation equipment from disturbed areas that will be re-graded at the parking lot
area.
b.) Snagging canals/ditches. Snagging of the ditch that is located to the east of the parking
area and extending upstream to the outlet from the large pond, will be done with hand held tools
and equipment, from boats or other floating platforms. Clearing of an access along this ditch will
not be allowed.
4Ii'ePb Engineers / Planners / Surveyors • Greenville, North Carolina
sociates,
?r
Ms. Lynn Mathis
November 4, 2005
Page 3 of 3
c.) Other wetland water. and high ground impacts. As indicated above, disturbances along
the proposed walkway, within either wetland or upland areas, will be restricted to a 10' pathway,
and to low impact equipment. These restrictions will also apply to construction of the compacted
stone surface walkway on the upland area on the east side of the project area, which can be
accessed along uplands from the adjacent communications tower site. At the parking lot area, most
of the existing area is presently covered with asphalt paving, nearly all of which will be removed to
allow construction of a smaller parking area, and the other improvements shown on the
Environmental Permitting Plan. Most of the present tree covered strip along the creekiditch will
not be disturbed, except where impacted by the walkway and the covered Canoe/Kayak Staging
and Observation Deck. Also, most of the present tree covered berm adjacent to The Woods Road,
will not be disturbed, except at the south end where necessary to widen the existing access road.
All other area in this area will be disturbed for construction of the new parking lot and re-grading
of the areas where existing asphalt will be removed. Conventional earthwork and paving
equipment will be used in this area.
We appreciate your help with this project. Please let me know if you have questions or if you need
additional information.
Sincerely,
William F. Royster, P.E.
Project Engineer
Attachment
cc: Ted Sampson, CAMA, District Manager
Tricia Huffman, ToN,.n of Kitty Hawk
Mark Garner Rivers & Associates Inc
Bob Wri to Rivers & Associates Inc
Rivers File 24365, D
P: \1U\I Kitty HaNNk Harris Tract Park Corr LM athis.1 I0403.Coc
A
A
20'
PLAN VIEW
EX1S71NG
GROUND
'-- PROPOSED
C GROUND
t ?
'III
-'/2" 0 WEEPHOLE
4' ON CEN7ERS (T?P)
AT ELEV'S AS SHOWN %2" 0 REBAR ® 4'
ON CEN MRS x
\ \ 316" LG (TM)
\
17
NOV - U0 20j5
6x6 PRESSURE
7REA 7FD 77MBER
4 EA-1 PLACE
5 EA-2 PLACES
EL 2'
A)m
EXCAVATE
1 57 STONE W 4"
1 a PEA GRAVEL 1 _ I-
CAP (T-P) 1 --'
1
1 1
i 1
I 1
A SEC TION 1
i
2 CANOE KA YAK LAUNCHING FACILITY
2 NOT TO SCALE

- ----- - -----

Tom WACHO
NC
4688
a
TOWN OF KITTY HAWK o5-81 KITTY H
AWK,
27949
YROYmMFORTHEPAYMEMOFrAswmRw(MORDER) HASWEN
GENERAL FUND ACCOUNT MADE BY ANAPPROPRIATb8DULY MADE ORABONDORNOTEDULY
66 021/530
1981 P.O. BOX 549 AUT110RIgD. AS REQUIRED BYi}E7DCAL GOVERNMENT BUDGETAND
FWALCONTROLAC
8/24/2005
I
kPrh xsx KITTY HAWK, NC 27949
PAY TO THE N.C. Division of Coastal Management $
I •"400.00
,a
R ORDER OF -

Four Hundred and 00/100
DOLLARS 8
T
N.C. Division of Coastal Management

VOID AFTER 90 DAYS

0
a
Cd
CAMA Permit
MEMO
11'00468811' :40530002191:200001529270411.0
TOWN OF KITTY HAWK / GENERAL FUND ACCOUNT
N.C. Division of Coastal Management 8/24/2005 4688
1200323 - CPO Harris Tract Park Hams Tract CAMA Permit 400.00
a
?p05
S?-p
CAST``A'?"LMANAG? N?
Wachovia-Cash in Ba CAMA Permit
RECD AUG 2 9 2005
400.00
It
MAJOR PERMIT FEE MATRIX
Applicant: '7_o W 10 c )P K/T•r-Y 4 Aw V,
Selection Development Type Fee DCM %
(14300 1601 435100093 1625 6253) DWQ %
(24300 1602 435100095 2341)

? 1. Private, non-commercial
development that does not
5250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:

11. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:

111. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:

ED fil(A). For Private non-
commercial development, if
S250
100%($250)
0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:

tli(B). For public or
commercial development, if
$400
100%($400)
0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:

III(C). If General Water
Quality Certification No.
5400
60%($240)
40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:

Ill(D). If General Water
Quality Certification No.
5400
60%($240)
40%($160)
3301 (see attached) cannot
be applied:

IV. For development that

I
D involves the filling and/or S475 60%(S285) 40%($190)
excavation of more than
one acre of wetlands andlor
open water areas:
r~* yk~ , o M as ?i ~ ~ ,
I TOP Of STRINGER • •14e`~,r r'
2x4
4' p C INTERMEDIATE I I • SALE 8RlDGE DECK ~r t~4r3~ ~ ta', ,'ay u~' t~}iti a' ~ x
A I I l I k47 f ~ s ~ ~(?d t Y L 4 r S
II ~ ? ~i•
I I LEDGER I 1 1 I B B
5/8"X6 I I I I I I ° rk(.' `~~f` ~ r~~~~ , u fi
DECKING • S1EEL SHOE ' ' • • ; y, ac,~ 4 r { r s e a~• r a~ s tip. ~ ` , G r, ' ~ GRAPHIC ;SCALE
t ~~1 , rk~r, . ~ ~ ~ ~t1~ • ~ t 's.
J I I 1 1 I I 0 j~•... ' IQ I I I I I I `1~,~0~~ ~ z u ~,r a
Q y TIMBER PlIE CAP oW A IIh • - i +~'~t o r{ r i y` ~ ,
~ ~ I- DRIVE SPIKE 3 MINIMUM, Q -_I I I UM AT •.r t ;,t ~ ~ ~ ~~+i
2 4x6 POST I 5 MINIM o PLAN ~ W I Mro-sPAN ~ ~ . t ~~d
Iil_ h 1 31 '
~ ~ ~ -~-.-,..x. N ~ Y ,I •0•x'0 ..A T UPLAND AREA TYP ~ AL S ( )
'~I I ICI I ~ I. ~ g SUBSTRATE ~ ~ w?•-~ . y0R ~ CANOE/KAYAK , . 1lE-UP-~FAClLlrY
R I I I_I I I-I ~ 4xs POSr 8 GIRDS - 2xs ~Oisr -1 I l-I , ~'r~ ~ : ~~~s~~-~-. . ~ ~ A ~R DE_iN a~4'~ (W lL' P ~J x ~ _
2x8 GIRDER -I I ~ i~~ ~~r . ~ ~ ,.3'
• FINISH GRADE 3x~;, ~ ~ ! ~ e~ ~ ~ k~ ~ i q ~ r j~q~1j i
y. P . i ..r'' q r Y 6 J Y f ~ ?h~y13y l 1 ( ~ ,
2x8 BLOCKING BE LE ,,tt ABO -0ok y~" eft 'k:9~ ^ ¢f~V 8 O.C. VE GIRDER s ~ . „rY t,
a ~ k~ b~, ~ . r F t ~ ~a ~ r
° z y~ ,.,,ice 1.. '„k., t. dr ~a > 9n ,5$,. .rrf r~` a a"~3.k~a I~~-~'r ~ .~s s r i i ,
. ~I`~ ; q +.y;~}.'~.i. x a n;j^~' y ~ ~ yy: ° * _ u~.~z ' ~ its ~ ,~1~ i 1
BRIDGE AB ~ ti.. a ~ . UTMENT ~ a , M~f~',7•- l ~ "'ri ~,'B.. i" ~jd~~ry. n~`4e ,rFZ~~ 'F{.~~',-). , SviLi~i~~~~Q.{~I~y~ T , ~~44 { <ar a !"dt- tv ~ a~a ~ ,~t>>,". ,Fp rS•<r^ , •
Bars 2 NOT TO SCALE r~~'` ~ ~t;5~~,, ~U~~~; .rvv{.? ';E ~ A~ ti• f ~A.., ~~.r ~.1 fsI'a.1"I.tz ; 5 e.„ ~ w r ~ ..a w ~ 1 ) T. ,
4x6 POST ~ „ ~ . ~ y~~k~ ~ • , F:Z> sy~, r..,Fy . .X{"o. ~ ~ ~ a ~ t"•;Sil::.~°t r 1
2X6 .,C~' n 6 ~ NAB ~ ,Y r^ ~s. `pl" rf { 1'~^ "SS. M ~,yf.~5 t r • ~ ~ ~ t ` ,ro~~ x v rr,tx t ~ ~~i~ ~,3,ER . to . > i
RAIL CAP O S PL ~ ,vim . ~
2x4 RAIL ® , : ° ~ ~ ~ : GO r 8 5 8 O.C. ra'~ ~ =s, / ~ CAN ~ ~ t s i t
5 n n /a x12 GALV. PROVI~ 2x6 CROSS 5 ~ ~ ~ ~ ~ ~ 4
BOLTS W1TH M BRACE -ONE F.AQH ' 0 r;;~ 2x8 JOIST " ~ , WASHER EACH " e x6 SlbE -WHEN HETGHT OF ~ D C ~ ~ 3 t.
®12 O.C. DECKNVG ,r` ~l ~ 1 x€ t~ I P GIRDER !S E U a. SDE {2 ER 0 AL OIR y \ ~ ExISTI~ ~ Q , \ i~• ~ l~_:~•c J a ~ , 3 . J
POST) STAGGERED GREATER THAN 38 1,, w : ~f~ - ' , f'. Q ~o,., ~j, ~ a. t , g`. i
ABOVE FlIVISH CRNOE ~xa ~ ~ b i h lip k C s ~t F, 1~", ~ Fa t r~ . i ' ~ ,
S k "
2x8 GIRDER Z ~ ~M~k , ~j~..~t I. Fr ~i \ •`Sjl. X34` ' ~1 - ~ ~ `p , v.. ~ ~ t t I.
~M 2 , d t .50 5 .6 t ~
A ~.4 ' ; ~ \
W ar,.. ~ 0; ~ ~ ~ ~y,~/ l ~ i. +tr ) , I I; - , ' ,
SUBSTRATE ~ 9~F 5.3 , ,k + t r , rx 9V SW n { ~ ~ ~x~, I ~ x ~ , ~ . NH~ FL 0 ~ \ 3 a~ ~ ~ . ~ ~ ! Y ~
2x6 CROSS ~ . 8 6. ~ ~ ~ ~ CON R ~ ~ 3 ~ ~ r , f ~ ~
BRACING / f. ALL LUMBER TO BE PRESSURE / 5.30 lE ~ ~ ~ TSW ~ ~ 67 ~ , g'. ~i ~ ~ ~ - ~OPEM WA 1 ER , .5 i
;y TREATED PINE. •.c+ / .90 ~ ~ , • NC ~ , f
~ PROVE Zx8 HEADER AT ~ / ,arsr ENDS ~ 1E ~
'f9' / ~ . SECURE ALL LUMBER WITH #16d NCRE 6.17 ~ a . _ CO ~ t•!w, 5 W p~. ~ , ~ t r a.. ~ a ,aa ~ i'
OO1~iNON GALVANIZED NAILS i~ L/NLESS OTHERWISE 1NDICATED• s , t,, ri . ~ a
4 ' SECURE' DECKING WITH 3 x~f0 / ,-t 6 I7. . , ~€q , < < , r ~
» » GALVANIZED W000 SCREW'S / •:G . NCRET ~ SECTION A- S oMir HANDRAIL K •z • - WHERE DEC •~n a, y EP -r- C ~ w, 'I H s t ~6-- ~ ~ r
7.20 1S 30 OeR LESS ABOVE GROUND 6.65 15W 7.20 Y ~ - t ~ ' ~t ~ ~ ' , ~ s-rah 4c r r s
. pT WA1ER SURFAL~ EBC ~ 685 - ,'n 1 ti. , • ~ ~ ts~'i; Yr
t B EBC • R L A • ' 3/~" WATER ~ 6.04 ` ~ a ~ Ji> t S~ "vi~ I . J~ Y~ .1 S C Y
2 NOT TO SCALE G••• SERVICE LINE 6.23r-- EP ~ ~ ,1'» ~i , EP ~ ~ ~
, TBALC , P~'• ALr BasrcE ASPS ~ ART ~ ~y . • ARKI ~ f ~ > ~ ,r4Q.~ ~NA~1 ~ ~ F+1..~t t ~Fr~r t~ ~.r„ k r>A~vj ~ it39' AS ~ x. ~S' ~ , r, r ti. r'
HAL • t ~k~ l ~ n z~~~a ~r i
~ - sF LJY~I `P,. ~ „E IS ! POS ~ : , X CA ~ I~ SPLIT RAIL J4.
~ FE 0 ~ F a i z 6.32 ~ r , FENCE (T)P) .37 ~ ;r, ¢ - fi ~~s ,n ~ ~ ,~C.~, , ' §
A ~ ~ z ~ r#- r. r
2 1. NORMAL WRIER LEVEL !S 2 fT m ' 0 NISL. ~
2 AICNIC TABLES AND GRllLS In BE OVER 6.80 ~ 6.70 6.47- \ h ,?,r: 4..y~` YR~I• ' .l Kt ~ Ys y...i.T (A 6.70 E 1 T'~"~' ~~~r~~~ ';vL
_ ~ PERNOUS SW~'AG~ AREA. EBC o TSW ~ WA F NTAIN a TSW 6.53 moo, ~ Asti • ~ 1 \ . , r, 6.70 EP ~ ~ ? a
NORMAL TER OU DISCHARGE TO STONF M g • FILLED FRENCH DRAIN. 6.80 y E,
. , A 4 5'x20' PIER TO BE 3' ABOVE WATER LEVEE. , • • • • • ' ' EBC .~'N. i 5. PARMNG AREA RUNOFF TO DRAIN AS SHOWN /r \
! HR AND D SC A GE• TO STREAM V1A A
30 ONG EARTHEN L LEVEL SPREADER ~ / / ~ ~ ~ - ~ x,.10 11-- L --9 Ep .~A ~ ,
' 6 COVERED CANOE KAYAK STAGIN AR A / K= //mar _ L. OBSERVATION DEC 58 5 5 FT W1 TH 222 S Q Q v ,,,.r ter,,. .r I ~..._....-.-6 ~ .:r,~ ° ~ ~
_ ..,1 fT W11HIN THE 30 COASTAL SHORFLWE AREA. / - f 3----
7. N UR 1 CO TO N S HOWN AR L E S 1 i!N E EX S G J 13-
CURRENRY PAVED AREAS TO = - W --'--^•~--W - ti W
BE RE7UOVED & GRASSED . ~ . 8 A ~ E!~ ~ ? 6._. 5.05 5.05 Wi •.9 ~ '
PT D P1CN1C TABLE do GRILL 15W W M rsw W ~F~ • .
2 - ~ D • DaD _ • • S •R 4- - •
V Q4 _ W \ SHE •
.-•~'r ~ JI4" WATER METER . 0~~" _ ~ ~2 . f .
~ • ~ .

c
a A • U _ - CHING F A ILI TY
2 NOT TO SCALE J EA PLAN - - " PR
- -
_ roP of FN oN s~rE
""'~"r ~ TBM=5.58 FT (NGVD 29) . .
` ~
/z" 0 WEEPN0IE 4' ON CENTERS " ,
/i ~ REBAR ~ 4 I I I I I I I I I l I I I I 1 t : • • • • •
ON CENTERS. x ~ 3'6" LG 6xfi PRESSURE I ' ' ' ' I I ' I I ' I ,I I .1 ( •
1REATEO LUMBER , I I I I I I I I I i t I I I 1 i
- (4 EA-3 PLACES
- TYP) I I I I I COMPACrEO STONE BASE
Op I I I I I I I I I I I I I I l i I I 11 1 1 I I I I I I 1 1 1 I W/ SCREENINGS ON SURFACE
f8" MIN {TYP) 2x6 (rYP) SET 1"
ABOVE GRADE DO NOT USE FOR CONSTRUCTION
„ THIS DRAWING 1S ISSUED TO PROYfDE
(I I I II I_--=~= r- SLOPE ~i /Fr r0 DRAlN lNFDRMA110N FOR PERMIl7)NC
I I I= 3 M/N (TYP)-COASTAL WETLANDS I -
- _-,-..hill`
8" < _
e PEA GRAVEL - - _ ~ I I 10 MINIMUM 'i ~IIIIUHIUr~fff ~ _ ~ ~ Engineers , ; . - - ~.1` CARQ~ ~~i, ~ MAY 9, 2005 ,Planners
X57 STONE W/ 4" ~ I 0~••"' / ~4, Surveyors
'~/a" PEA GRAVEL ' ~ ~~SS~Q Associates Inc. N9 & :~o
%z" ~ WFEPHOLE 4' ON CENTERS ~ < ~ = st Seca~l Street since tsta gg10 Falls of Neuse Road, Suite D 6' - SEAL 107 Ea
SUBSTRAY~ ' Greenville, NC 27858 [phone] Raleigh, NC 27615 [phone] 23712 e
' n .n _ i~: r~ i~ nnnu~ if-i fTA t nr'n1 /ITTfAt/'? nr A AI
w, t1V VllVU/VMCIV 1HL I'LfCMI 1 IIIVL7 rc.H/V
' GENE 5~.~
PARK AREA IMPROVEMENTS & DETAILS
5 COMPACTED STONE WALKWAY all HARRIS TRACT PARK
A A SE ION 2 NOT TO SCALE TOWN OF KITTY HAWK
*CT z NOT TO SCALE a BOARDWALK PR FLE TYP DATE L zpur- DARE COUNTY, NORTH CAROLINA
SURVEY CEL DRAFT TWS SCALE DRAWING NO. SHEET
2 NOT TO SCALE
DESIGN WGB CHECK WFR AS SHOWN W-2839 2 OF 2
0:\KITTYHAWK-24365-HarrisTractPark\dwg\W-2839-1&2.dwg, Layoutl, 9/1/20051:39:31 PM

~~~52 g
1 4
~ SEE ENLARGED 1 - ~ 'a
. ~ e x.ra+ urn ll Il 91 E ~ cMF / VIEW A
IN SWAM , TOWN OF KITTY HAWK HINQUEP ~ 472.78 \ a ~ ~
NOTES; DB 919, PG 673
1. UPLAND AREAS ALONG THE PROPOSED BOARDWALK TO THE WEST AND SOUTH OF THE PONDS I ~
WERE IDENTIFIED BY A SURVEY BY RIVERS & ASSOCIATES, INC., APRIL 2005. EIR w . ~ w s CHARLES CARSON ~ y~ . 1 w v, I
UPLAND BOUNDARIES FROM "WETLAND SURVEY" BY BARNETTE INTEGRATED 2. OTHER WETLAND/ ENGINEERS :a I DB 880, PG 548 KI ~
LAND DEVELOPMENT, MARTIN BARNETTE, RLS, VERIFIED BY CORPS OF , ~
SEPTEMBER 13, 1996.
3. PROPERTY BOUNDARIES FROM SUBDIVISION PLAT, "JOHN W. HARRIS TRACT", BY BARNETTE ~s. N ~ ~ `':yo 1 ~ ~ TING RESIDENCE
INTEGRATED LAND DEVELOPMENT, MARTIN BARNETTE, RLS, OCTOBER 28, 1998. (EX1S ) ~ 158 ~ 0 G : <3. ~
4. PROPOSED 6' WIDE BOARDWALKS TO BE MINIMUM 3 FEET ABOVE SUBSTRATE IN COASTAL ~lb~~~~ ~ 1~-~- ~~,F i,s s I ~ ~~.2 ,Z ~ ~ e,.:~,, 1, I ~ ~ ,
WETLAND AREAS, AND MINIMUM 18" ABOVE EXISTING GRADE IN ALL OTHER AREAS. N as
N N. 5. AREA OF BOARDWALKS LESS THAN 36" ABOVE SUBSTRATE IN 404 WETLAND AREAS IS s (1 i 7
0.15 ACRES. ALL OTHER BOARDWALKS IN 404 WETLANDS ARE 36" OR MORE ABOVE SUBSTRATE. ~ ~ ;y~ its O~N~ ~ x~ ~he_
VOLUME C \V\~~ \ \ , ':n ~4S A. ~~r N ,tl,'rj(,; is iocr ' ~ ` ~~a
6. BOARDWALKS TO BE BUILT IN ACCORDANCE WITH NC BUILDING CODE ~ , A " \ ~ ~ , "ACCESSIBILITY . V A ~ ~ ,2 ~R.
LoPMENT wAS HAPPY BOXES THREE, LLC \ d 1 ~ ~
7. LOCATION OF NORMAL WATER LINE ADJACENT TO THE PARKING AREA DEVE \ , INC. MAY 2005. LOCATION \ V \ ETERMINED BY A FIELD SURVEY BY RIVERS & ASSOCIATES, DB 1500 PG 198 ~
OF THE NORMAL WATER LINE AT ALL OTHER LOCATIONS INDICATED IS APPROXIMATE AND I PLAND A
IS BASED ON FIELD SURVEY POINTS BY RIVERS & ASSOCIATES, INC., MAY, 2005, FIELD CURRENT ~ ~ AERIAL IMAGES ~ \ ~ OBSERVATIONS BY RIVERS AND ASSOCIATES INC. PERSONNEL, FEBRUARY, 2005, ~ \ \ ~ 1 ,C~
W TER LINES INDICATED ON SUBDIVISION PLAT, "JOHN COMMUNICATIONS \ IN DARE COUNTY GIS DATA, AND FROM A '
PMENT MARTIN BARNETTE, RLS, •""~~S.,Ae \ W. HARRIS TRACT , BY BARNETTE INTEGRATED LAND DEVELO C ( TOWER \ ........ENE. \ ~ SED GRAVEL ~ (1~ ~ ~ ,4 a~ h a , 9 r,>
OCTOBER 28, 1998. ~ • ' \ \ \ ~ SITE \ ~ \ ~ \ \ \ \ \J• ` ~ \ \ \ WALKWAY 8) ~ r ~ . ~ ~ ~ ~ ~
\L \ \ OSED OFFSITE. \\1~ ~1 ~ \ \ 8. EXCESS SPOIL MATERIAL TO BE DISP ~ \ ~ \ \ 2 ~ a ,A - A , ~ 1 ~r~J~c e
\ PROPOSED GRAVEL 5 - N COVERED DECK t2 FEET ABOVE WATER, WITH \ \ IS A WOODE 9. CANOE /KAYAK TlE UP FACILITY WALKWAY 2 AVEL 5 / ~ ~ , ~ ~a ~ ~ ~ o ~~;1` i~a4
P AND STEPS DOWN TO A 4 FOOT WIDE DOCK AT WATER ELEVATION. .~.30~ UNCOVERED 4 FOOT RAM ~ )R~ ~••-••...,COq ~ ~ ~ ' , ~
AREA OF TIE-UP DOCK IS 41 SO FT. °••..STq~,S • ~ \ ; :t~
HORS l PROJECT DATA \ ~ •""'~Ne . N _ . S . ~ R~ ~ ~ ~ ~ , A \ ~ ~
yl ~ SAN v~ A ~ ~ a
PROPERTY DATA ~ k1 D~,B ~ ~ v ' ~ ~,A ~ v VICINITY MAP v ~
- ~ S \ AREA - 16.15 ACRES \ v
PROPOSED BOARDWALKS ~ 1 \v ~ ~ • { 1206 o ~
75' AEC li ~ . HARRIS TRACT .
NE TOTAL LENGTH. 3,213 LINEAR FEET 125 LF OVER OPEN WATER} , TOTAL AREA: 19,400 SQUARE FEET ~ ~ ~ ~ • ~ n pw PROJECT SITE s
\r ~ ti
_ ~ ~ PROPOSED CANOE/KAYAK TIE UP FACILITIES • / ~ ~ ~ ~ a , ; ' \ 1207 p ~
AREA UNDER ROOF: 166 SO FT x 2 FACILITIES=332 SO FT • 30 COASTAL SHORE LINE • uriE \ h
AREA OF CANOE TIE-UP DOCK: 41 SO FT x 2 FACILITIES=82 SQ FT .
AREAS ASPHALT PAVING, CONCRETE WALKS, & ROOFED STRUCTURES) IMPERVIOUS ( ~ • • , ~ 8 a o 1 120 r ° d ¢ y
\ s P
WITHIN 30' COASTAL WITHIN 75' AEC ~ ` ~ I LNG COASTAL SHORELINE N , i SHORELINE (INCLUD ) ~ ELEVATED BOARDWALK ~ ~ b w \ 8' SPAN 5' ABOVE k~~r
y ~ , ~ N d f BOARDWALK MIN. 3 r y s~ 1206 \ .WATER ~ ~ Rd 4°0 (WA•TER DEPTH p 2') Qwk Cy
EXISTING 4,880 SO FT 15,850 SO FT (5.5% OF AEC) ~ ~ ~ • ABOVE SUBS A r . ~ i
IN'COASTAL WETLANp ~ PROPOSED 1,989 SO FT 10,496 SO FT (3.6~ OF AEC) ~ _ AREA ~ W tty Hawk Rd
2 CANOE KAYAK r d / 1 ,i ~ N~. 1208
IMPERVIOUS ~ TIE-UP FACILITY I r ~ ~ P
TO BE REMOVED 3,376 SQ FT 7,529 SQ FT WATER. DEPTH ,a 2'-4' ( ) ~ ~ ~ ~ . ~ w o ~P ENLARGED VIEW A ~ ~ ~ ~a
IMPERVIOUS TO 1
BE REMOVED OUTSIDE 75' AEC 2,148 SO FT
ATER: DEEPEN CHANNEL I ~ ~ ~ - ~ . . / UPLAf~D AREAS (TYP) \ G,_
TOTAL OPEN WATER ON PROPERTY - W ~ DEEP ~ TO 30x8x1 DEEP \ ~ ~ " ~ / ~ / 0 • ~
ACRES ~ {EXlST1NG p 4-6 DEEP) ~ . 5.06 ~ , ~ ATE BOARDWALK ~ ~ ELEV P ~
OARDWAIK i ELEVATED B ~ LK I : 8' SPAN' S' ABOVE;' .
TOTAL WETLANDS AREA ~ ~ _ WATER 1'+ PROPOSED BOARDWALK f \ 8 SPAN 5 ABOVE 2 \ ! _ ~ 2 DEEP,,. J WATER' ~ 2 f .WATER ~ w :o WATER.. DEPTH a 3
COASTAL 0.12 ACRES _ J ,ice ~ , .sue
404 8.65 ACRES I i'' ~ . TOTAL 8.77 ACRES ~ ` . ~ ~ . < ~ ` / s ~ ~ ~ ELEVATED BOARDWALK ,1.~ S ~ y
- WATER 1'+ ~ " - t Wq . • SN...... ~
TOTAL UPLAND AREA ~ DEEP ~ ~ _ ~ ~ DEEPEN CHANNEL - - ~ ~o..... ~ ;s ~Q_.. UPLAND AREAS (TYP) ~ ~ , '•O `•;Z
2.32 ACRES (EXISTING' ~ 4t WIDE x` 4" DEEP) 30' ~ ~NE....i •:r^
EIR coasrq(_s_...... - - \ HORS ?~RS S. 1 LINE PEC , :.rn
. - 3 1
LEGEN : 651, , ~ , I P PROPERTIES ~ R M t ~ ~ t
~ ~ WATER 1'+ ~ ~ , . NDARY / ~ ~ WETLAND/UPLAND BOU PL E, SL 7 n~"`•,``. ~ ~ DB. 1127, PG 251
~1~R\~\ZR\~R11'CU~\tR \ DEEP . 3 , CLEAR DEBRIS CLEAR DEBRIS AND : ~ . 4,
~ : DEADFALL FR( OF NORMAL WATER LEVEL ~•~"~`•~COAS -•--•--•--EDGE ...tq ~ ~ , 3 . ~ • ~ l S • ..~.--••,..d • ....SHORE . DEADFALL FROM STREAM ~ • ~ \ , ' 30, ~ , • CANOE/KAYAK-.
PROPOSED 6' WIDE BOARDWALK LESS THAN "'•~•••.(INE COgs ~ T1E-UP' FAGLITY ~'rA~.•.S ~ • ~ \ 4'x8''' TIE-UP' ARE ~ . NORE .
" ~ 36 ABOVE SUBSTRA l ~ ....,,......~lNf \ . ~ ~ • WATER. DEPTH ; a 4
• • PROPOSED 6 COMPACTED STONE WALKWAY ""--,...15' ( ' C , ~
.....,ltN ~ ~ .....,,~g• ~
~ PROPOSED 6 WIDE BOARDWALK ~ ` \
MORE ABOVE SUBSTRATE ~ ' ~ jO~ . 35' BRIDGE
OPEN WATER / / ~ ^ • / ~
,x URRENTLY PAVED AREAS TO BE / C
REMOVED AND GRASSED / . ~ \ \ ry1• ~ IAA
v COASTAL WETLANDS \ `:t \ ' ~ 1
, + E ~ ~
IRS p MARSH 8'0128 S 2 S 634'48" W
1 , HAPPY BOXES THREE, LLC - X1.04 ;39.85' \ `a!' ~ •d~',~,.. ~ 2 +w,~.'to i s / . r ~
~ DREDGING AREA-1' DEEP MAXIMUM DB 1500, PG 198 ~ \ ~ f . rk
(WATER DEPTH AT BOTH ENDS > 1) ~ nqN 0 \ • \ ~ r: ~ ~ \
SEE SHEET ~ \ . ~
CROSSING NUMBER \ T WATER HEWETT .
- FACILITY s s~~e w \ E~ OB 1506, PG 486 8,~0D.' ` ,
CURRENT MINI STORAGE ) •
NTER \ CURRENT GARDEN CE ) 265'12 . ~ .
• c _ _ _ .
IRS . ~:.r.--- _ : IRS ' f
_
- ~ _ ElR
ODS ROAD (SR W ~ 92 0 6 • ~.E CMF
~ : • JAMES R. HORNBROOK
DB 1035, PG 282
~
1 1/~~ ~
S>7r1. EXPLANA AOW DATE APPROVE
- f- TOWN OF KITTY HAWK
/ . ~ WATER CROSSINGS . . / REV1SlONS DB 1228, PG 401
NUMBER OF MINIMUM DECK `~,~+"ill illll?ll ~ • Engineers ~N CAR~~ h,~ v MAY 9, 2005 Planners
~ ,.i CROSSING MINIMUM TOTAL LENGTH ' SUPPORTS HEIGHT ABOVE 0~.••" ~ti Surveyors FESSIp '•.9 i tes Inc.
• NUMBER CLEAR SPAN OVER WATER 1N WATER WATER . 0 N9 ; & Assoc a
, Q~ < : Since isle SEAL 107 East Second Street 8410 Falls of Neuse Road, Suite D
' ~ GRAPE 1 35' 27'f 0 5 - Greenville, NC 27858 [phone] Raleigh, NC 27fit5 (919) 84B-3347 GRAPHIC SCALE 23112
, ~o - 4 5, o EIR 2 8 25 f 60 120 %~Z: ° : ~ •:F ENVIRONMENTAL PERMITTING ~ ..NCiN~
3 8' 2O'f 4 5' • - ~a SITE PLAN DO NOT U3E FOR CONgTAUCTrON ~l
• ~ 4 5' 4 8 12 f 1 Inct 1 inch = 60 ft. 1H1S DRANIN6 !S IS5IUED TO PROVIAE HARRIS TRACT PARK
/ 5 8' 4O'f 8 5' INFORMADLN! FaR PElPAlIT11N~ TOWN OF KITTY HAWK
Wert: 9 7_'7 D.~
DARE COUNT?; NUM I h LAMULIIVA
SURVEY CEL DRAFT TOYS SCALE DRAWING NO. SHEET
AS SHOWN W-2839 1 OF 2
EIR DESIGN WGB CHECK WFR
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