20041824 Ver 1_Complete File_20041110

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Permit Class Permit Number
NEW 66-05
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
e1+ mit 005
for MAY 5 2
X Major Development in an Area of Environmental C6,9q lERn at
pursuant to NCGS I I3A-118 `„IU+ttDSF?to ?"`
Excavation and/or filling pursuant to NCGS 113-229
Issued to Palmetto Point S/D, c/o David Deel, PO Box 3901, Kill Devil Hills, NC
Authorizing development in Dare County at Colington Creek and DoQ Point Creek, end
of Beasley Lane. Colington Island , as requested in the permittee's application dated 9/3/04 (%MP-1, MP-3) and
10/8/04 (MP-2, MP-5), including attached workplan drawings (2), both dated 10!6,"04
This permit, issued on April 28. 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.
Subdivision Access Road
I ) Unless specifically altered herein, this permit authorizes only the access road, including two pile
supported bridges and six culverts, to provide access to the individual subdivision lots, as is expressly
and specifically set forth in the pen-nit application and depicted on the attached work-plan drawings.
Any additional land disturbing activities and/or construction shall be evaluated on a case-by-case basis
by a representative of the Division of Coastal Management (DCNI) to determine additional permit
requirements. 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.
2) Prior to the initiation of construction, the permittee shall schedule an on-site meeting with a
representative of the Division of Coastal Management.
(See attached sheet 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.
An,, maintenance work or project modification not covered
hereunder requires further Division approval.
All «ork 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
Mana,uenrcnt Pro,ram.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal f.esourccs Commission.
Ch les S. Jones, Director
Division of Coastal Management
This permit and its cor;dit:oc, are hereby accepted.
Sii,,nature of Permittee
Palmetto Point S/D Permit #66-05
Page 2 of 2
ADDITIONAL CONDITIONS
3) No vegetated wetlands may be excavated or filled outside of the alignment of the area indicated on the
workplan drawings, even temporarily.
4) No coastal wetlands or open water areas may be excavated or filled, even temporarily.
5) The fill material will be clean and free of any pollutants except in trace quantities.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
6) In order to protect water quality, ninoff from construction shall not visibly in;:%ase the amount of
suspended sediments in adjacent waters.
7) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and prr.,rcrty (e.g. silt fence,
diversion swales or berms, etc.).
Stormwater Management
x) The N.C. Division of Water Quality approved this project under stormwater rnana_cment rules of the
Environmental Management Commission under Stormwater Permit No. S%Ii'7041 104- which was issued
on 4/7/05. Any violation of the permit approved by the DWQ shall be cuns;de--? a violation of this
CAMA permit.
General
NOTE: This pen-nit does not eliminate the need to obtain any additional state, f`- --al or local pennits,
approvals or authorizations that may be required.
NOTE: The Division of Water Quality authorized the proposed project by way ?,f Mfr-,era1 Water Quality
Certification No. 3351 (DWQ Project No. 041824), which was issued or, 12 2- A.
NOTE: The U.S. Anny Corps of Engineers authorized the proposed project 'ry :. ay of Nationwide
Permit No. 14 (COE Action ID. 200411144).
O?O? W A T ??QG
1
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 7, 2005
Mr. David A Deel
P.O. Box 3901
Kill Devil Hills, NC, 27948-3901
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1824
Dare County
Subject Property: End of Beasley Lane, off Colington Road, Little Collington Island
Approval of 401 Water Quality Certification (GC3490) with Additional Conditions
Dear Mr. Deel:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.463 acres of waters to construct a driveway as described in your application received
by the Division of Water Quality (DWQ) Wetlands/401 Unit on November 10, 2004. After reviewing
your application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3490 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 CAAIA Permit. This Certification
replaces the one issued to you on December 23, 2004.
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
Units Plan Location or Reference
404/CAMA Wetlands 0.463 (acres) DCM field report
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: htto://h2o.enr.state.nc.us/ncwetiands
None
Nose Carolina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. David A. Deel
Page 2 of 2
April 7, 2005
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/Wetlands 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) 3490.
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 Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
Ala W. Klimek, P.E.
AWK/cbk
Enclosures: GC 3490
Certification of Completion
cc: Quible & Associates, P.O. Drawer 870, Kitty Hawk, NC, 27949
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 041824Dee1(Dare)401
04-07-2005 12:50pm From-QUISLEBASSM ATES 2522611260 T-910 P.002/002 F-209
DWQ Project 104-1824
Subject: DWQ Project #04-1824
From: Andy DeeL <[e-mail]>
Date: Thu, 07 Apr 2005 07:40:35 -0400
To: [e-mail]
Cyndi-
Per our conversation yesterday, please amend the Water Quality Certification =or
the above referenced project to reflect the appropriate wetland fill area of 0.463
acres rather than the 0.53 acres shown on the already issued Certification. Please
copy Mr. William Westcctt with the USACOE (Washington Regulatory Field Office, e'c.
Box 1000, Washington, NC 27969) with the amended water quality ce~ti`ication.
:hank you for your assistance with this project. If you have any questions, or
need additional information, please do not hesitate to contact me at (252)
261-3300.
Sincerely,
Andy Deel
i of 1
4/7/2005 12:45 PM
AFR-7-2005 THU 12:19 TEL:[phone] NAME:DWQ-WETLANDS P. 2
O?O? W AT ?9QG
7
r
w
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 23, 2004
Mr. David A Deel
P.O. Box 3901
Kill Devil Hills, NC, 27948-3901
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1824
Dare County
Subject Property: End of Beasley Lane, off Colington Road, Little Collington Island
Approval of 401 Water Quality Certification (GC3351) with Additional Conditions
Dear Mr. Deel:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.53 acres of waters to construct a driveway as described in your application received
by the Division of Water Quality (DWQ) Wetlands/401 Unit on November 10, 2004. After reviewing
your application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3351 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
(Units) Plan Location or Reference
404/CAMA Wetlands 0.53 (acres) DCM field report
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: httr0h2o.enr.state.nc.us/ncwetlands
N Carolina
one
,lVlirrally
Mr. David A. Deel
Page 2 of 2
December 23, 2004
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/Wetlands 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) 3351.
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 Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
Alan W. Klimek, P.E.
AWK/cbk
Enclosures: GC 3351
Certification of Completion
cc: Quible & Associates, P.O. Drawer 870, Kitty Hawk, NC, 27949
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filename: 041824Deel(Dare)401
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
November 8, 2004
MEMORANDUM: M
TO: Mr. John R. Dorne D
y D
Environmental Biological Supervisor NO V 1 0 2004
Division of Water Quality
1SFTU,NEDSDS7^!•G
Wry
Z.'.?tl
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: David A. Deel
Project Location: End of Beasley Lane, off of Colington Road, Little Colington Island
Proposed Project: Construct a driveway with 2 pile supported bridge structures and six
culverts to provide access to 4 residential parcels
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by November 29, 2004, to Hestron Plaza II, 151-B Hwy 24, Morehead City, NC 28557. If
you have any questions regarding the proposed project, please contact Dennis Hawthorn at (252)
264-3901. 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.
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: w?vw.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 30% Recycled by Fiber Weight
4
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: David A. Deel
PROJECT NAME: Palmetto Point
2.
LOCATION OF PROJECT SITE: End of Beasley Lane, off of Colington Road, Dare County,
Dog Point Creek, Colington Creek and Kitty Hawk Bay
Photo Index - 2000: 184-2119 (T-11 thru P-16); 1995: 186-1956 (M-3 thru H-7)
State Plane Coordinates: Maps Not Available; GPS: C1001 16A
3.
INVESTIGATION TYPE: CAMA / D & F
4.
INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 1, 2004
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete - November 1, 2004
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Coastal Wetlands
(C) Water. Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none; Planned - none at this time
(F) Type of Structures: Existing - none; Planned - 2-pile supported bridges and six 15-inch
culverts
(G) Estimated Annual Rate of Erosion: N/A
Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
EXCAVATED FILLED/DISTURBED SHADED
(A) Coastal Wetlands 2,856 sq. ft.
(B) USACOE Jurisdictional
Wetlands 20,163 sq. ft.
(C) Upland 19,044 sq. ft.
(D) Total Area Disturbed:
(E) Primary Nursery Area:
(F) Water Classification:
42,063 sq. ft. (0.97 acres)
No
N/A
8. PROJECT SUMMARY: This project involves the construction of a 2,400-foot long, 12-foot wide
asphalt or gravel driveway to provide access to 4 existing residential parcels off of Colington Road
in Dare County. The driveway access will include two pile supported 12-foot wide bridge structures
and six 15-inch culverts.
David A. Deel, Palmetto Point, Dare County
FIELD INVESTIGATION REPORT
Page 2
Proposal Site Setting
Palmetto Point is located in Dare County off of Colington Road. The site is at the end of
Beasley Lane and is a 37.85-acre peninsula on Little Colington Island. This peninsula is
approximately 800 feet wide, extends northward from Colington Road into Kitty Hawk Bay
and is bounded by Dog Point Creek to the west and Colington Creek to the east. This
property is owned by David A. Deel.
The property contains approximately 6.53 acres of upland area, which is primarily
configured on three ridges running in an east-west alignment spanning the entire
peninsula. These ridges (as well as scattered pockets of high ground) consist primarily of
sandy Fripp soils. These ridge elevations range between 4 feet to 10 feet above the
surrounding wetland and shoreline grades. Separating these ridges are areas of USACOE
Section 404 jurisdictional wetlands, and in some areas, CAMA jurisdictional coastal
wetlands.
Palmetto point has been legally subdivided into three separate parcels consisting of 10.30
acres, 11.45 acres, and 16.10 acres. Currently, this site has no vehicular access and can
only be accessed by boat from the surrounding waters, or by foot at the end of Beasley
Lane through an existing 45-foot long access easement across an adjacent property. This
easement crosses wetland and upland terrain and was purchased/granted from William
Tabb to F. Warren Meekins and David A. Dee[ on June 17, 2004. The F. Warren Meekins
tract consists of 9.63 acres and is located between the Tabb and Deel tracts.
Palmetto Point is covered in a combination of maritime forest and wetlands, including
Quercus virginiana, Pinus taeda, Acer rubrum, Quercusalba, Juniperus virginiana and
Myrica cerifera in the existing upland areas. Wetland areas are vegetated in Spartina
patens, Spartina cynosuroides, Juncus roemerianus and Typha spp., as well as Borrichia
frutescens, Baccharis halimifolia, Iva frutescens, Myrica cerifera, Magnolia virginiana, Salix
nigra, and of course, Saba/palmetto minor. True to the peninsula's name, palmetto is very
abundant.
The waters of Kitty Hawk Bay, Colington Creek, and Dog Point Creek connect to the
Albemarle Sound. The Coastal Resources Commission (CRC) has designated the waters
of the Albemarle Sound as Public Trust Area and Estuarine Water Areas of Environmental
Concern (AEC). In addition, under the designation of the CRC, the Coastal Shoreline AEC
extends 75 feet landward from the NWL in this vicinity. Coastal wetland areas that receive
tidal flooding from estuarine waters have also been designated as Coastal Wetland AEC's
by the CRC. The North Carolina Marine Fisheries and Wildlife Resources Commissions
classify the waters of the Albemarle Sound as Coastal Waters.
Development Proposal
The purpose of this proposal is to provide vehicular access to four residential tracts that are
isolated immediately to the north of the end of Beasley Lane. Multiple routes were
explored. The proposed route represents that route with the least square footage of
wetland disturbance.

A
David A. Deel, Palmetto Point, Dare County
FIELD INVESTIGATION REPORT
Page 3
The proposed access will consist of an approximate 2,389-foot long, 12-foot wide driveway
with a serpentine route. To minimize wetland impacts, even though it will result in a longer
driveway, the route is aligned through upland areas when possible thatwill avoid significant
trees. Three passing areas are planned within existing upland areas. Two culverts are
planned that will be positioned off of the driveway route. These are positioned to provide
individual access to future home building sites set off of the driveway.
The route will begin near the end of Beasley Lane and will follow a deeded easement
across the F. Warren Meekins property. The alignment will continue in a northeastern
direction to near the center of the peninsula. The proposed driveway route will cross 6
freshwater/404 US Army Corps of Engineers (USACOE) jurisdictional wetland areas and 2
coastal wetland/CAMA jurisdictional wetland marsh areas. The applicant has proposed to
install six 15-inch culverts to provide access across the freshwater wetland areas and two
12-foot wide pile supported bridges across the coastal wetland marsh areas within the
alignment, respectively.
The overall route width will range between 14 and 24 feet. The 24-foot width will be used
through freshwater wetland areas allow for a 3-foot, 6-inch shoulder on each side of the
driveway. These shoulders will be constructed at a 3 to 1 grade. The route width through
upland areas will be only 14 feet. The route will result in 42,059 square feet of upland and
wetland disturbance. This figure also includes 2,856 square feet of coastal wetland
shading.. Culvert installation will result in the filling of 20,163 square feet of freshwater
wetland fill, and on February 11, 2004, via of Action ID 2004411144, this impact was
delineated by the USACOE.
The bridge structures will be located on the "Meekins" tract (bridge #1) and Parcel A
(bridge #2). Bridge #1 will be 164 feet and bridge #2 will be 140 feet in length. The bridge
structures will be 12 feet in width, be elevated 3 feet above the existing marsh grade and
will include bulkhead-retaining wall structures on both bridge end abutments.
A culvert will be located on the Tabb and Meekins tracts and 2 culverts will be placed on
each parcel (Parcel A and B). As referenced above, one culvert on each of these parcels
will be placed outside of the driveway alignment and will be used to provide individual
driveway access at a later date to separate home sites. The driveway grade through
freshwater wetlands will include 1 to 2 inches of fill in combination culvert placements. The
culverts will be placed slightly below grade and will include the placement of rock riprap at
both culvert ends.
This project will not result in the fill, construction within, or shading of any public trust area
or estuarine waters.
David A. Deel, Palmetto Point, Dare County
FIELD INVESTIGATION REPORT
Page 4
Anticipated Impacts
• The proposed driveway route will result in the approximate disturbance of 19,044
square feet of upland area and the filling of 20,163 square feet of wetlands. 2,856
square feet of coastal wetlands will be shaded.
• The alignment will not result in the filling of any coastal wetlands, public trust area, or
estuarine waters.
• The proposed driveway construction will result in a vehicular access to 3 high ground
home sites
A
Submitted by: Dennis W. Hawthorn
Date: November 5, 2004
Palmetto Point
Driveway Access CAMA Application Narrative
September 1, 2004
The purpose of this application is to provide access to four existing residential tracts (thrice( ,V
identified as Palmetto Point, and one known as the F. Warren Meekins Tract) located on the E®
north side of Little Colington Island.
Existine Conditions
OCT 1 g 2004
CO EUqL?;? B?4E?
ZAB6'
"Palmetto Point" consists of a 37.85 acre peninsula of land, approximately 800' wide which
extends northward from Little Colington Island into Kitty Hawk Bay and is bounded by Dog
Point Creek to the west and Colington Creek to the east. The property contains approximately
6.53 acres of high ground which is primarily configured in three ridges running in an east-west
direction spanning the entire peninsula. These ridges (as well as scattered pockets of high
ground) consist primarily of sandy Fripp soils and generally range in elevation from 4' to 10'
above the surrounding wetland and shoreline grades. Separating these ridges are areas of
USACOE Section 404 jurisdictional wetlands and, in some areas, CAMA jurisdictional coastal
wetlands. Palmetto point has been legally divided into three separate parcels consisting of 10.30
acres, 11.45 acres, and 16.10 acres. Currently, this site has no vehicular access and may be
accessed by boat from the surrounding waters, or by foot from Beasley Lane through wetland and
high:grouncLalong an existing 45' access easement (see attached plan).
The F. Warren Meekins Tract consists of a 9.63 acre pie-shaped tract located immediately to the
south of Palmetto Point which also spans from Dog Point Creek to Colington Creek albeit with
minimal frontage on Colington Creek. This tract contains a similar mixture of upland and
wetland as Palmetto Point with the upland being concentrated in the southern portion of the
property. As with Palmetto Point, there is currently no vehicular access to the site which may be
accessed by boat from the surrounding waters or by foot from Beasley Lane through wetland and
high ground along an existing 45' access easement.
Proposed Access
As noted above, the purpose of this application is to provide vehicular access to four residential
tracts which currently are isolated immediately to the north of the end of Beasley Lane. Multiple
routes were explored with the route proposed on the enclosed plans being the scenario which
represented the smallest disturbance of wetland (smallest disturbance to both coastal wetland and
404 wetland independently). As shown on the plan, the driveway is serpentine in sections;
following high ground where possible in order to minimize wetland impact. Within the access
easement there is added flexibility due to the easement width in order to allow routing of the
roadway in the field around significant trees, etc. as necessary. The access driveway is proposed
to be 12' in width (minimal width required for a single lane) with passing areas constructed
within high ground, surfaced with either asphalt or gravel. Construction within the USACOE
Section 404 Wetlands is to consist of the 12' wide driveway placed on F - 2' of fill (depending on

the soil suitability) with 3:1 tie off-slopes from the driveway edge to natural grade. Construction
within CAMA Jurisdictional Coast Wetlands is to consist of a 12' wide elevated timber bridge
with adequate clearance underneath for continued growth of wetland species and movement of
wildlife.
Future Construction
Palmetto Point represents an extremely low density approach to residential development. There
are three residential homesites on 37.85 Acres of land resulting in a density of 0.079 units per
acre, or 1 residential unit per 12.6 acres. Additionally, a fourth large residential parcel (9.63
acres) is provided access via the proposed driveway - at this time, only a single residence may be
constructed on this parcel. When the Warren Meekins Tract is included in density calculations,
the resulting density is 0.84 units per acre, or 1 residential unit per 11.8 acres. Future
construction within these four homesites will be permitted separately under Minor CAMA
permits as necessary.
r.
The extremely low density coupled with the 12' wide driveway width (minimal) result in a
"development" of land which represents minimal impact and extremely low impact when
compared with any other Outer Banks residential development.
f
.I
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name David A. Deel
Address P.O. Box 3901
City Kill Devil Hills State NC
,2.7?[13-37?1
Zip _27959- Day Phone [phone]
Fax[phone]
b. Authorized Agent:
Name Quible & Associates, P.C.
Address P.O. Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Palmetto Point
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
Little Colington Island

OCT 1 8 2004
cow TIqLe CAW
c. Street address or secondary road number
End of Beasley Lane (no current physical address)
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) Doe Point Creek
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.
Vehicular bridge construction for upland access to 4
Existing residential homesites, Please see attached narrative.
Future construction for homesites will be permitted
separately under minor CAMA permits as necessary.
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. The purpose of bridge construction is to access
privately owned upland acreage that is otherwise not able to
be accessed without filling wetlands and surface water. The
bridges would cross coastal marsh. Areas of Coastal Marsh
and Section 404 Wetlands along the proposed access
corridor have been delineated and approved in the field (as
noted and dated on the CAMA Plan).
Revised 03/95
Form DCM-MP-1
V
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 37.85 acres (Deel Tract),
-9.43 acres (Meekins Tract), 15.99 acres (Tabb
Tract)
b. Size of individual lot(s) Existing 10.30, 11.45, 16.1
acres - (all part of Deel tract) and 9.63 acres (Meekins
Tract)
c. Approximate elevation of tract above MHW or NWL
6' NGVD
d. Soil type(s) and texture(s) of tract
Fripp fine sand, Conaby muck, Currituck mucky peat
e. Vegetation on tract Ouercus vir inig ana, pinus taeda,
Acer rubrum, Ouercus alba, Juniperus virginiana,
Juncus romerianus, Typha spp., Phragmites austrail is,
Spartina patens
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)- see attached USACE
Notification of Jurisdictional Determination
m. Describe existing wastewater treatment facilities.
No existing wastewater treatment on the subiect property:
there are future plans for private residential systems
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply is available
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
f. Man-made features now on tract None following items must be submitted:
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?
RS-1 (Single Family Residential)
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
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
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8'/z" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
Revised 03/95
Form DCM-MP-1
secondary road (SR) numbers, landmarks, and the like
• A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name John C. & Marv K. Manoli
Address 403 W. Atlantic St., Kill Devil Hills, NC
27948
Phone [phone]
Name Muriel M. Reed, Trustee
Address P.O. Box 1087, Kill Devil Hills, NC 27948
Phone _
Name Gilbert Ray & Rae M. Brickhouse
Address P.O. Box 441, Kitty Hawk, NC 27949
Phone
Name David E. Scango
Address 10107 Spring Lake Terrace, Fairfax, VA
22030
Phone [phone]
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
RE IVED
OCT ] 8 2004
COASTAL WNAGEWhT
EUZA13ETH CITY
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 3r4 day of , 20_(2¢.
Print Name David A.?}Deel
Signature A,^ A • 1?
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
DCM MP-4 Structures Information
Revised 03/95
Form DCM-MP-1
I_
X 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
.1
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application that relate to this proposed project.
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Average Final
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Roadway
404 wetland
areas)
Length Width Depth Depth

Areas
1-13=
20,163sq.
ft.
1-211 of
fill Volume=
-1,216
cu yds
1. EXCAVATION NA
a. Amount of material to be excavated from below MI-1W or
NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal wetlands
(marsh), submerged aquatic vegetation (SAVs) or other
wetlands? Yes No
d. High ground excavation in cubic yards
R Cs:nft )
. OCT 1 R 2004
COASTAL ANAGE
ELIZABl TH ENT
NA
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the owner.
d. Will a disposal area be available for future maintenance?
Yes No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION NA
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below water level
(1) Riprap
(2) Bulkhead backtill.
h. Type of fill material
Revised 03/95
1.
i. Source of fill material
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
NA
(2) Dimensions of fill area Section 404 Areas 1-13:
20,163s . ft. Total
(3) Purpose of fill Necessary fill for road construction
b. Will fill material be placed in coastal wetlands (marsh), SAVs
or other wetlands?
X Yes No
Section 404 wetlands (Areas 1-13)
If yes,
(1) Dimensions of fill area Area 1: 2,881 sq.ft.,
Area 2: 4,271 sq.ft., Area 3: 5,225 sq.ft.,
Area 4: 286 sq.ft., Area 5: 172 sq. ft., Area 6: 1,823
sq.ft., Area 7: 640 sci t., Area 8: 776 sq.ft., Area 9: 430 sq.ft., Area
10: 609 sg.ft. Area 11: 1,037 sq. ft., Area 12: 1,533 sq.ft., Area 13:
480 sq.ft.
(2) Purpose of fill Necessary fill for road construction
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled? Silt fence and vegetative stabilization
b. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
backhoe dump trucks, auger
c. Will wetlands be crossed in transporting equipment to project
site? X Yes No
If yes, explain steps that will be taken to lessen environmental
impacts. Bridee construction involves driving pilings into
wetland areas. Temporary disturbance during bridge
construction will minimize wetland impacts compared to
backfilling the wetlands. The bridges will be constructed prior
to construction of road sections 4-13 so equipment can be
transported without further affecting coastal marsh areas.
David A. Deel
Ml tf?r oject me
1-1 N• C
gnatulte
??
Dat
Form DCM-NIP-2

OCT 1 8 2004
COASTAL WNAGEMi=NT
ELIZABETH CITY
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Type and number of buildings, facilities, units or
structures proposed No buildings proposed at this
time. This application is for bridge and road
construction only.
b. Number of lots or parcels 3 (existing)
c. Density (give the number of residential units and the
units per acre) 4 existing parcels, (+/-) 10.30, 11.45,
16.10 acres, and 9.63 acres: No houses proposed at
this time, at build-out, density will be .084 units per
acre (i.e. 1 residential homesite per 11.8 acres)
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Total Area of disturbance (bridge
wetlands fill and road= 42,447 so.ft. (0.97 ac)
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 N/A
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
asphalt, gravel
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. There is no proposed
OC r Y 8 2004
camwm?cmvzw
impervious coverage within the 75 ft AEC at this
time. Future work, not proposed in this Major CAMA
application, would include residential house
construction. The future work within AEC areas
would be addressed in future CAMA Permit
applications.
h. 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 N/A
i. Describe proposed method of sewage disposal.
Individual on-site wastewater systems
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 runoff from paved road surfaces
Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
private well
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
David A. Deel
plica t or PWame
?gnat re
Revised 03/95
Form DCM-M -5
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.
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material)
wood
c. Water body to be crossed by bridge
Coastal Marsh adioining Dog Point Creek
d. Water depth at the proposed crossing at MLW or NWL
0 ft (coastal marsh - not surface waters)
e. Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge NA
(2) Width of existing bridge NA
(3) Navigation clearance underneath existing bridge -
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
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
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge Bridge #1: 164 If, Bridge #2:
1401f
h. Width of proposed bridge 12 ft
i. Height of proposed bridge above wetlands
3' minimum
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navigation clearance underneath proposed bridge
Coastal wetland under bridge is not navigable.
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? x Yes No
If yes, explain Both bridges are located entirely over
coastal marsh.
n. Have you contacted the U.S. Coast Guard concerning their
approval?
Yes X No
If yes, please provide record of their action.
2. CULVERTS NA
a. Water body in which culvert is to be placed
404 wetland within interior of property (unnamed water
body)
b. Number of culverts proposed 6
c. Type of culvert (construction material, style)
15" Aluminum CMP or 15" Corrugated ITDPe
d. Will proposed culvert replace an 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)
e. Will proposed culvert replace an existing culvert?
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
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
Revised 03/95
Nov-01-2004 04:57pm From-QUIBLE&ASSOCIATES 2522611260 T-869 P.002/002 F-422
RECEIVED
Form D CM-M -S
NOV 0 1 20[11
AL f?1ANAGEMEIVTIf no, attach a letter granting permission from the
e5A5 i owner.
f. Length of proposed culvert -AXea l : 24': Area 2:24% AFda1ZABFfH CITY (4) Will the disposal area be available for future
8.20% Area 10•20' Area 12 20" Area 13. 20' maintenance? Yes No
(5) Does the disposal area include any coastal wetlands
g. Width of proposed culvert 15" dia. (marsh). SAVs, or other wetlands?
Yes No
h. Height of the top of the proposed culvert above the MHW I yes, give dimensions if different from (2) above.
or NWL 10"
i. Will the proposed culvert affect existing water flow?
Yes X No
if yes, explain The purpose of the installation of these
culverts is ro vreserve the txriodic surftcial flow of water acrnsg
these wetlands crossingg.
j. Will the proposed culvert affect existing navigation
potential? Yes X No
if yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yrs -2L-Nu
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 the placement of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands - SAVs X Other Wetlands
If Yes,
(1) Length of area to be excavated Total 128 ft (6
culverts CD 20.24 ft each)
(2) Width of area to be excavated 2.5 feet
(3) Amount of material to be excavated in cubic yards
7.94 cy(material to be mixed with fill and used in
Tnveway shoulders)
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 to cubic ayrds
d. If the placement of the bridge or culvert involves any
excavation, please complete the following: NA
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
ltrvisrd 03195
(6) Does the disposal area include any area below the
MHW or NWL? Yes _ No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert result
in any till (other than excavated material described in Item
d. above) to be placed below MHW or NWL? Yes
X No
If yes,
(1) Length of area robe filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the laccment of the proposed bridge or culvert result
in any fill (other than excavated material described In Item
d. above) to be placed within:
_ Coastal Wetlands _ SAVs X Other Wetlands I
(1) Length of area to be filled Total: 825 rt
(2) Width of area to be filled Avg. 18-24 ft
(3) Purpose of fill Driveway Placement
g. Will the placement of the proposed bridge or culvert result
In any fill (otherthan excavated material described in Item
d. above) to be placed on highground? _ Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purposu of fill
4. GENERAL
a. Will the proposed project Involve any mitigation?
X Yes No
If yes, explain in detail EEP or Conservation Easement
b. Will the proposed project require the relocation of any
existing utility lines'? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of any
temporary detour stiucwres?
Yes X No
If yes, explain in tail
d. Will the proposed project require any work channels? _
_ Yes _ CX No

Form DCM-MP-5
e. How will excavated or fill material be kept on site and
erosion controlled? Silt fencing and seeding upon
completion of roadway grading
f. What type of construction equipment will be used (for
example, dragline, backhoe or hydraulic dredge)?
Backhoe dump trucks, auger
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.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
David A. Deel
Affii `aM qF PmJcct /ame
b5gnatuo I
-&/'
Date
5R1E1C4VLYE Eai
OCT ] R 2004
COASTAL NANAGEMENT
ELIZABETH CITY
I_
Revised 03/95
ReCEI VED
Nov ° i 20n4
COASTAL
SQZ4ZNAGEM,EjVt
H ClTy
October 28, 2004
Mr. Dennis Hawthorne
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
1367 U.S. 17 South
Elizabeth City, North Carolina 27909
Re: Additional Detail Drawings
Palmetto Point - Driveway Project
Little Colington Island
Dear Mr. Hawthorne:
As per our discussion, enclosed, please find 8'h" x 11" versions of updated typical details for the
bridge crossings and culvert end protection.
Specifically, the bridge detail has been enhanced beyond the version shown on the CAMA Plat to
include a minimum dimension of T between the lowest bridge member and the wetland substrate
grade.
Also, included for your files are copies of the adjoiner notification return cards showing delivery
of all of the notifications as well as a copy of the Warren Meekins letter which was returned
indicating no objection to the project.
I hope this information will assist you in processing the application. If you have any questions,
or require additional information, please do not hesitate to contact me at [phone].
Sincerely,
David A. Deel
c?
c?
v
6' THICK PLACED EROSION CONTROL STONE
SET TO CONFORM WITH DRIVEWAY 6' THICK PLACED EROSION CONTROL STONE CON SIDE SLOPE (1-1) SISET TO DE SLOPE (FORM LATH DRIVEWAY
CULVERT
M-.
- CULVERT
1
I'D ;S-e ttJ
CLASS A NCDOT
EROSION CONTROL STONE
SIDE VIEW
END VIEW
CULVERT END PROTECTION DETAIL
xrs
CULVERT END PROTECTION DETAIL
PALMETTO POINT
COUNGTON DARE-COUNTY NORTH CAROLINA

? ? ?' C7 U

Q ITY
0
WETOLAN D
COASTAL WETLAND
-404
WETLAND
BULKHEAD
WHALERS
II II
I Ii it
3' MIN. CLEARANCE BETWEEN LOWEST BRIDGE
MEMBER AND WETLAND SUBSTRATE GRADE
EX. WETLAND SUBSTRATE GRADE
TYPICAL BRIDGE CROSS SECTION
(NOT TO SCALE)
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT -
`r 1 720,514
Action ID 200411144 County Dare
NOTIFICATION OF JURISDICTIONAL DETERMINATION "
;
Property Owner/Agent: David A. Deel --Re IVED
Address: Post Office Box 3901 OCT R
Kill Devil Hills, North Carolina 27948 2004
Telephone No.: 252-202-3803 CO
Size and Meter Point location o land property n Coln , road /th of CSR 37.85 acre
Kill Devil Hills. known gBt ? C ?
peninsula i eton Creek , nor Dare
County.
Indicate Which of the Following Apply:
_ There are waters of the U.S. and/or wetlands on the above described property which we strongly suggest should
be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
_ Because of the size of your property and our present workload, our identification and delineation of your
wetlands cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more
timely delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff
will review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval
by the Corps. The Corps will not make a final jurisdictional determination on your property without an
approved survey.
X The waters of the U.S. and/or wetlands on your property have been delineated and surveyed, and the limits of
the Corps jurisdiction have been explained to you. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Elizabeth City, NC, at [phone] to determine their requirements
Placement of dredged or fill material in waters of the US and/or wetlands on this property without a
Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33
USC 1311). A permit is not required for work restricted entirely to existing non-wetland area. If you
have any questions regarding this determination and/or the Corps of Engineers regulatory program, please
contact William Wescott at 252-975-1616 extension 25.
Basis For Determination: Area meets the three parameters specified in the 1987 USACE Wetland
Delineation Manual, and is adjacent to Colineton Creek which connects to Albemarle Sound.
Property Owner/Authorized Agent Signature
Corps Regulatory Official
Date 2-11-2004
Expiration Date 2-11-2009
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM
MAJOR PERMIT FEE MATRIX
Applicant: David A. DeeMlmetto Point
Selection Development Type Fee DCM % DWQ %
(14300 1601435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
El development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). For Private non-
? commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
El commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
E] Quality Certification No. $400 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:
III(D). If General Water
.® Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
El involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:
v.
?:
andys driveway pics 01 l.jpg (JPEG Image, 1280060 pixels)
mailbox:///CVDocuments %20and%20Settings/adeel/Application%20D...
RF CEIVED
OCT 1 R 2on4
COASTAL II ANAGEMENT
ELIZA13ETH CITY
of 1 10/15/2004 4:35 PM
andys driveway pics 012.jpg (JPEG Image, 1280060 pixels)
mailbox:///CVDocuments %20and%20Settings/adeel/Application%20D...
DECEIVED
OCT i p 7nn4
COASTAL NiANAGEMENT
ELIZABETH CITY
of 1 10/1512004 4:35 PM
andys%20driveway%20pics%20009.jpg (JPEG Image, 1280060 pixels) mailbox:///CVDocuments%20and%20Settings/adeel/Application%20D...
RECEIVED
OCT 2 R 20P4
COASTALNANAGEMENT
ELIZABETH CITY
of 1 10/15/2004 3:26 PM
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WQ Supervisor: lim Mulligan
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name David A. Deel
Project Number 04 1824
Recvd From DCM
Received Date 11/10/04 Recvd By Region
Project Type bridge construction
County Dare
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA 404 FT ON F- 30-19-1 sc 30,156. 5.53F
O Y O N F_F_F_F_F_-F_-r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? O Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
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