20061050 Ver 1_COMPLETE FILE_20060627

Permit Class
NF.W
Permit Number
148-06
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
ertut sa
for
X Major Development in an Area of Environmental Concern 66, 0
pursuant to NCGS 113A-118 155 ?J
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Warren Everhart, 759 S. Bay Dr., Jarvisburg, NC, 27947
Authorizing development in Currituck County at Cutrituck Sound, 759 S. Bavview Dr.
Jarvisburg , as requested in the permittee's application dated 11/23/06 (MP-1. MP-3. MP-4.
& MP-5), & 5/16/06 (MP-2), inc. att. drawings (3), 1 of 3 dated 11/22/05, 2 of 3 dated "revised" 7/13/06, & 3 of 3 dated 5/19/06.
This permit, issued on October 19, 2006 , 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.
Upland Development
1) Unless specifically altered herein, this permit authorizes only the grading and other land disturbing
activities associated with the development of the property located at 759 S. Bayview Dr., adjacent to
Cutrituck Sound, including the 10 ft. x 926 ft. dirt road, the 10 ft. x 12 ft. wooden bridge, the 10 ft. x 20
ft. turnaround area, and the 16 ft. x 20 ft. pile supported gazebo, all as expressly and specifically set
forth in the attached permit application and workplan drawings. Any additional land disturbing
activities and/or construction may require a modification of this permit. Contact a Division of Coastal
Management representative at [phone] for this determination.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
harles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
13' N
NO 30' T _S P1s19~R S PROPBRT
TER S PROPERTY n~6 ,~r ,~r JUN 19 ~
* COASTAL WETLAND ALIGNMENT APPROVED BY FRANK JENNINGS ON 7/11/05
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Warren Everhart Permit # 148-06
Page 2 of 4
ADDITIONAL CONDITIONS
Culvert Placement
2) This permit does not authorize any excavation of any wetlands other than that necessary to set the
culverts.
3) Appropriate bedding material shall be placed beneath the culvert to prevent structural subsidence.
NOTE: In order to allow for better water flow when inundation of the 404 Wetlands occurs, it is
recommended that the diameter of the culverts be increased from 12 inches to 24 inches.
Docking Facility
4) In order to comply with 15A NCAC 07H.0208(b)(6)(A), all portions of the access pier/walkway,
including the 48 ft. long bridge, located over Coastal Wetlands shall not exceed a width of 6 ft. The
access pier/walkway and bridge shall be elevated a minimum of 3 feet above the marsh substrate as
measured from the bottom of the decking.
5) Unless specifically altered herein, this permit authorizes the 6 ft. x 48 ft. bridge, the 6 ft. x 32 ft. access
pier connecting to the 6 ft. x 50 ft. pier, the 10 ft. x 20 ft. platform, the 13 ft. x 30 ft. boathouse with
boatlift, the 4 ft x 12 ft. finger pier, and four mooring pilings. No other structure, whether floating or
stationary, shall become a permanent part of this docking facility without permit modification. No non-
water dependent uses of strictures shall be conducted on, in or over public trust waters without permit
modification.
6) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the docking facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
7) The boathouse shall not be completely enclosed or have side coverage more than one half the height of
the side, from the roof waterward.
8) The authorized boathouse shall be single story, and shall not be designed to allow for second story use.
9) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
10) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The pennittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
11) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.

Warren Everhart
ADDITIONAL CONDITIONS
Permit # 148-06
Page 3 of 4
12) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
13) This permit authorizes a maximum of two boat slips.
Shoreline Stabilization
14) The alignment of the permitted riprap shall be staked by the Division of Coastal Management within a
maximum of 30 days prior to the start of any construction. Failure to initiate construction within 30
days, or erosion of the shoreline by adverse weather conditions, shall require the alignment to be re-
stake.
15) In order to minimize the loss of public trust waters and shallow water habitat, the alignment of the
approved riprap shall not extend more than 5 feet from the normal water level at any point along its
alignment.
16) The riprap shall be positioned so as not to exceed a maximum of 6 inches above the elevation of the
adjacent wetland substrate.
17) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
18) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
Mitip,ative commitments
19) Prior to the filling of any wetlands, any mitigative measures or environmental commitments specifically
made by the applicant in the project narrative dated November 23, 2005 for this project shall be
implemented, including but not limited to construction techniques (i.e. hand placing of rip-rap),
regardless of whether or not such commitments are addressed by individual conditions of the permit and
any subsequent modifications.
General
20) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

Warren Everhart
ADDITIONAL CONDITIONS
Permit # 148-06
Page 4 of 4
21) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required, including but not limited to a stormwater
permit from the Division of Water Quality if necessary.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 061050), which was issued on 7/6/06.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
198000291 (COE ORM. No. SAW-2006-40785-127) which was issued on 10/5/06.
V
V n I rrMichael F. Easley, Governor
7 William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
WI-4
O -C Alan W. Klimek, P.E. Director
Division of Water Quality
July 6, 2006
DWQ Project # 06-1050
Currituck County
Warren Everhart
P.O. Box 129
Poplar Brach, NC 27965
Subject Property: Warren Everhart Property
Currituck Sound [030154, 30-1, SC)
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. Everhart:
You have our approval, in accordance with the attached conditions, to fill 0.047 acres of open water - PTA - EW,
occupy 0.0038 acres of open water - PTA - EW, shade 0.0222 acres of open water - PTA - EW, fill 0.0724 acres of
vegetated wetlands - 404, shade 0.0101 acres of vegetated wetlands - 404, and shade 0.0154 acres of vegetated
wetlands - ES- CW, construct the gazebo,.bridge, walkway, pier, platform and boathouse, as described in your
application dated November 23, 2005, and received by the Division of Water Quality (DWQ) 401 Oversight/Express
Review Permitting Unit on June 27, 2006. 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
LAMA. 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
Open Water, PTA, EW 0.047 (acres - filled) DCM Field Investigation Report
Open Water, PTA, EW 0.0038 (acres - occupied) DCM Field Investigation Report
Open Water, PTA, EW 0.0222 acres - shaded DCM Field Investigation Report
Vegetated Wetlands, 404 0.0724 acres - filled) DCM Field Investigation Report
Vegetated Wetlands, 404 0.0101 acres -shaded DCM Field Investigation Report
Vegetated Wetlands, ES, CW 0.0154 (acres - shaded) DCM Field Investi ation'Re 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/newettands
One
N Carolina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Warren Everhart Property
Page 2 of 2
July 6, 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,
Alan W. Klimek, P.E.
AWK/ym
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
Mike Street, P.O. Box 769, Morehead City, NC 27557
Atlantic Environmental Consultants, LLC, P.O. Box 3266, Kitty Hawk, NC 27949
Filename: 061050WanenEverhart(Currituck)401 CAMA
T
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
June 23, 2006
Q
MEMORANDUM: P _
TO: Cyndi Karoly
Environmental Biological Supervisor JUN 2 7 2006
Division of Water Quality €
1E , TL
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Warren Everhart
Project Location: 759 South Bayview Road (SR 1118), Jarvisburg, Currituck County
Proposed Project: Riprap, road, gazebo, bridge, walkway, pier, platform, boat house, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 07L14/06, to_ 400 Commerce Avenue, Morehead City, NC_ 28557. If you have any
questions regarding the proposed project, please contact Frank Jennings 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.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency PWects to the project for reasons described in the attached
SIGNED DATE llz
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Warren Everhart
2. LOCATION OF PROJECT SITE: 759 South Bayview Road (SR 1118), Jarvisburg,
Currituck County and on the Currituck Sound
Photo Index - 2000: 189-2300 (C-F 12) 1995:189-1988 (E-G 3)
1989:138-16 (D-F 9) 1984:127-705 (K-M 20) 1978: 137-446 (K-N 3)
State Plane Coordinates - X: 2934000 Y: 895950 GPS: E061317A
Jarvisburg, NC Quad, Lower Left
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/11/05; 06/13/06
Was Applicant Present - Yes; Yes
5. PROCESSING PROCEDURE: Application Received Complete - 06/19/06
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic drain field
Planned -None
(F) Type of Structures: Existing - Single-family home, barn, outbuilding
Planned - Riprap, fill road, gazebo, bridge, walkway, pier,
platform, boat house, boatlift, finger pier and boat slip
(G) Estimated Annual Rate of Erosion: 8 feet
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Open Water 168 sf occupied
968 sf shaded
PTA, EW 2050 sf

B Vegetated Wetlands, 404 3156 sf 440 sf shaded
C Vegetated Wetlands - ES, CW 672 sf shaded

(D) Upland 6600 sf
(E) Total Area Disturbed: 14,054 sf (.323 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to place riprap along a marsh
shoreline and to construct a fill road, turnaround, gazebo, bridge, walkway, pier,
platform, boat house with a boatlift, a finger pier and a boat slip.
Warren Everhart Field Investigation Report
Page 2
Protect Setting
The site of the proposed development is a 26-acre tract located at 759 South Bayview Road
(SR 1118) in the Jarvisburg area of Currituck County and on the Currituck Sound.
Approximately 20 acres of the tract are uplands that are currently used for agriculture and a
homestead. Man-made features in this area include a single-family dwelling that is the
applicant's residence, a barn, several outbuildings, a gravel driveway, a pond and several farm
fields that are the beginnings of a turf farm. Farm drainage ditches are also located throughout
the entire tract. The soils in this area are sand/sandy loam types and the area has an elevation
of approximately 5 feet above normal water level (NWL). Vegetation consists of mostly pine
and indigenous grasses in those areas that are not used for agriculture.
On the east side of the property and towards the Currituck Sound, the elevation gradually
slopes to approximately 1 foot above NWL at the shoreline. The vegetation changes from
upland types to wooded wetland types and to salt marsh types along the shoreline.
Vegetation consists of sweet gum, red maple, pine, black gum, red bay, wax myrtle in the
wooded wetland areas and Typha sp., Cladium jamaicense and Juncus roemerianus in the salt
marsh, Coastal Wetland area. The wooded wetland area is approximately 280 feet wide and
the Coastal Wetland area is approximately 70 feet wide.
The property has approximately 755 feet of irregular shoreline along the Currituck Sound. The
property experiences erosion during periods of northeast winds and the applicant indicates that
the shoreline erosion during the past year has been approximately 8 feet.
The adjacent property on the north is a horse farm and the adjacent property on the south is an
undeveloped tract.
The waters of Currituck Sound are classified as SC and are closed to shellfish taking in this
area. Although no submerged aquatic vegetation was observed, water-milfoil and widgeon
grass are generally present in the Currituck Sound. The water depths in the proposed
development area range from approximately -2 feet below NWL near shore to approximately 4
feet below NWL in the sound.
Development Proposal
In order to stabilize a portion of the shoreline, the applicant proposes to place riprap along 205
feet of shoreline. The riprap will have a 10-foot wide base and will have a height of
approximately 6 inches above the marsh substrate. Approximately 114 cubic yards of riprap
material will be placed below NWL.
In order to gain water access, the applicant proposes to construct a 660-foot long, 10 foot-wide
dirt road to start at the driveway of his home and run to the wooded wetland line. The roadway
will continue towards the Currituck Sound as a 266-foot long, 10-foot wide fill road in Section
404 Wetlands. The applicant proposes to construct a 12-foot long, 10-foot wide wooden bridge
across an existing ditch in this area.
Warren Everhart Field Investigation Report
Page 3
The applicant proposes to install two, 12" diameter culverts, 18 feet long, under the proposed
fill road to facilitate water flow during flooded conditions. The proposed fill road will end
approximately 10 feet from the existing Coastal Wetlands. In this location, the applicant
proposes to fill a 20-foot by 20-foot area to be used as a vehicle turnaround and to construct a
16-foot by 20-foot pile-supported gazebo over 404 Wetlands.
The applicant proposes to construct a 48-foot long, 10-foot wide elevated bridge to connect
with the fill road and to continue over the existing Coastal Wetlands to within 32 feet of NWL.
At that point, the 10-foot wide bridge will change to a 6-foot wide elevated walkway to cross
over the Coastal Wetlands and the proposed riprap to connect to a proposed 6-foot wide by 50-
foot long pier with a 10-foot by 20-foot platform, a 13-foot by 30-foot boat house with a boatlift,
a 4-foot by 12-foot finger pier and 4 mooring pilings for a boat slip.
Anticipated Impacts
The proposed shoreline stabilization with rock riprap will result in the filling of approximately
2,050 square feet of Public Trust Area (PTA) and Estuarine Waters (EW) Areas of
Environmental Concern (AECs).
The construction of the proposed dirt road will result in 6,600 square :feet. of upland
disturbance/fill.
The construction of the proposed fill road with turnaround and the installation of two culverts
will result in the filling of approximately 3,156 square feet of Section 404 Wetlands and the
proposed gazebo will shade approximately 320 square feet of Section 404 Wetlands. The
proposed bridge across the existing ditch will shade approximately 120 square feet of Section
404 Wetlands.
The proposed bridge from the fill road and the elevated walkway to the NWL will result in the
shading of 672 square feet of Coastal Wetlands (CW) and Estuarine Shoreline (ES) AECs.
The proposed pier, platform, boat house, and finger pier will result in 968 square feet of
shading of PTA, EW AECs and the open boat slip will occupy 168 square feet of PTA, EW
AECs.
Temporary water turbidity will occur during construction.
The applicant will gain water access, and shoreline erosion should subside within the project
area.
Submitted by: Frank A. Jennings, III
Date: 06/21/06
PROJECT NARRATIVE NO 2 5
CAMA MAJOR PERMIT - Warren Everhart - Jarvisburg, Currituck County
November 23, 2005 Cif f ={
A. f?
The project site is located at 759 S. Bayview Road (SRI 118), Poplar Branch Township in
Jarvisburg, Currituck County adjacent to the Currituck Sound (36'10'10.09"N
76°50'29.05"W).
The property owners are proposing to improve their property to access the Currituck
Sound for traditional recreational boating and protect their eroding shoreline with
shoreline stabilization. The project site is the residence of Warren and Suzanne Everhart
consisting of 26 acres of farmland and forested wetlands. Currently the manmade
improvements on this property are gravel driveway, residential dwelling, barn, sheds,
fencing, manmade pond in highground and a manmade farm ditch in wetlands.
The Everharts propose a ten foot wide dirt road to access the Currituck Sound, two ten
foot wide bridges to bridge a manmade farm ditch and bridge coastal wetlands; a
turnaround area (outside the 75' AEC) to unload boating supplies, an elevated gazebo
(picnic area outside the 75' AEC), an elevated walkway/ramp to access a six foot wide 50
foot long dock, with a four foot walkway around a boathouse with boat lift, a 10' x 20'
platform and four mooring pilings for a second boat slip. The Everharts also propose
shoreline stabilization within a portion (205'x 10') of their eroding shoreline. AEC met
with Mr. Everhart on site to review the project area, at that time, Mr. Everhart stated the
shoreline had eroded approximately eight feet since hurricane Isabell. The distance to the
adjacent shoreline is four miles or greater.
AEC met with the N.C. Division of Coastal Management on site on July 11, 2005 for a
pre-application meeting. During our meeting the coastal wetland line was established
then measured and platted by AEC (70 feet from the NWL).
AEC met with the U.S. Army Corp of Engineers on site on October 19, 2005. Mr.
Raleigh Bland reviewed the project area and requested the supporting documents
(wetland data sheets) to be submitted with the application package for his review.
Water depths were taken by Warren Everhart and confirmed by AEC staff on August 23,
2005. Water depth at the end of the proposed pier is -4.0 feet. During the time of
sampling, AEC staff did not identify SAV's within or outside the project area.
Total wetland impacts include road fill (10'x 266') with turnaround (20'x 20'),
excavation in wetlands to place two 18'x 3' culverts (area over the width of the 10' road
is 8' x 6' x 2 (culverts) = 96 s.f.). The proposed gazebo (16'x 20' = 320 s.f.) will be
elevated at least three feet over the wetland substrate. Total fill 3,156 s.f + total shading
320 s.f. = 3 ,476 s.f. of total wetland impacts.
. ft
(project narrative - Everhart - pg. 2)
Construction of the road will take place using a dump truck, frontend loader and bobcat.
Suitable fill from a commercial "upland" source will be truck in and used for the
construction of the road (six to eight in depth). Once the suitable fill is in place, the dirt
road will be seeded with rye grass and straw. Silt fence will be placed along the toe of
the road to prevent intrusion of fill material into wetlands not approved for fill. If
seeding and straw does not stabilize the dirt road within an acceptable amount of time,
the road will be placed with sod.
Construction of the boating facility will take place using hydraulic pumps and hand tools.
Building materials will be trucked in from the ten foot proposed access road and placed
in the turnaround area until construction takes place.
Construction of the shoreline stabilization will take place trucking in rock rip rap, and
hand placing it along 205' of eroded shoreline. Water depths along the shoreline is -1.5
feet. Rock rip rap will be placed approximately three feet in height, not to exceed 1 foot
above NWL (205'x 10'x 1.5' _ 27 = 114 cubic yards below NWL.
Proposed structures within the Public Trust Waters:
50 foot boat dock (6'x 50') ....................................... 330 s.f.
4 foot walkway adjacent to boathouse (4'x 12') ................ 48 s.f.
Elevated walkway/ramp to dock (6'x 32') ..................... 192 s.f.
Boathouse with boat lift (13'x 30') .............................. 390 s.f.
Platform (20'x 10') ................................................200 s.f.
Four mooring pilings (18'x 12")
Total s.f. of structures proposed within Public Trust Waters........ 1,160 s.f.
Proposed shoreline stabilization:
Rock rip rap (10'x 205') ........................................ 2,050 s.f.
(114 cubic yds. below the NWL)
Proposed construction/disturbance landward of the public trust area:
Road construction (10'x 926') .............................. ... 9,260 s.f.
Bridge over manmade ditch (10'x 12') .................... .... 120 s.f.
Bridge over coastal wetlands (10'x 48') .................. ......480 s.f.
Turnaround area (20'x 20') ................................. ......400 sT
Culverts (area exceeding road bed) (8'x 6'x 2 culverts) ...... 96 s.f.
Gazebo (16'x 20') ............................................ ..... 320 s. .
Total land disturbance .......................................... 10,676 s.E
No impervious surfaces are proposed for this project, excluding the
two culverts placed under proposed road 18'x 3'x 2' =108 s.f. &
roofed gazebo (16'x 20' = 320 s.f.) (outside the 75'AEC) Total = 428 s.E
1
(project narrative - Everhart - pg. 3)
No impacts (excluding temporary impacts from bridge and walkway construction
or fill proposed within the coastal wetlands.
Proposed fill in Section 404 wetlands:
Fill for road construction (10'x 266') ...................... ...2,660 s.f.
Fill for turn around (20'x 20') ................................... 400 s.f.
Excavation for two culverts (8'x 6'x 2 culverts) ............... 96 s.f.
(area exceeding the fill for road)
Total wetland fill proposed ................................... 3,156 s.f.
Shading proposed in wetlands (roofed structure):
Elevated gazebo (16'x 20') ......................................... 320 s.f.
Total wetland impacts 3,156 s.f. (filling) + 320 s.f. (shading)....... 3,476 s.f.
Proposed mitigation for wetland impacts: owner will purchase wetland
credits from one of the following: NCEEP, Ducks Unlimited or Dismal Swamp
Proposed disturbance within the 30' Buffer:
Proposed elevated walkway/ramp (6'x 30') ..................... 180 s.f.
Proposed disturbance within the 75' AEC
Proposed bridge (10'x 48') over coastal wetlands ............. 480 s.f.
Proposed elevated walkway/ramp (6'x 32') .................... 192 s.f.
Total proposed disturbance within the 75'AEC ................ 672 s.f.
Form DCM-MP-1
APPLICATION
(To be completed by all applicants) -
1. APPLICANT
a. Landowner:
Name Warren Everhart
Address 759 S Bayview Drive
City Jarvisbura State NC
Zip 27947 Day Phone see agent
Fax
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) AEC#05-055
NOTE: Permit will be issued in name of lmulowner(s), muVor
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Currituck Countv
b. City, town, community or landmark
Jarvisburg
c. Street address or secondary road number
759 S Bayview Drive 06R t l 1 S)
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound,' bay) Currituck Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of 50 foot dock with two boat
slips including a boat lift and boat house; shoreline
stabilization (rock rim rap), a bridge elevated ag zebo
and walkway, also construction of a 10' wide
dirt road and turn around through Section 404
wetlands with two culverts
b. Is the proposed activity maintenance of an existing
project, new work, or both? new
c. Will the project be for public, private or commercial
use? private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See attached project narrative
Reused 03/95
Form DCM-MP-1

APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 26 acres
b. Size of individual lot(s) 10.01 acres and 16.39 acres
c. Approximate elevation of tract above MHW or NWL
- 4-5 feet
d. Soil type(s) and texture(s) of tract
Conetoe - loamy sand. Dranston - loamy fine sand
and Curituck and Dorovan - mucky peat
e. Vegetation on tract Loblolly pine. hickory- southern
red oak white oak sweet gum red maple, sweet bay,
bay berry, red bay, black needle rush and sawarass
f Man-made features now on tract residential
dwelling barns sheds fencing-gravel road and
manmade pond
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Sin.gle-fami1y residential
Is the proposed project consistent Nvith the applicable
zoning? X Yes No
(4ttach zoning compliance cenifrcare, ii applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Resiister
listed or eligible propem
Yes X No
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404 wetlands
If yes, has a delineation been conducted? ves
(Attach doci nrentatron, iifavailable)
in. Describe existing wastewater treatment facilities.
On site septic system
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.
Existing on site well
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 I V white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
ReOsed 03/95
Form DCM-MP-1

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.
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.
®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 Permiton E Gregory
Address 6623 Fairweather Court
Phone Burke VA 22015
Name Norm and Denise Peters
Address 757 S BMiew Road
Phone Jarvisbuilg NC 27947
Name
Address
Phone
® A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
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. 113A - 1 to 10)
If the project involves the expenditure of public fiords
or use of public lands, attach a statement documenting
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
conductedui 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 23rd day of November , 2005
Print Nance Warren Everhart
Signature
,I...er onAtitthorized. lgent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP4 Structures Information
X DCM NIP-5 Bridges and Culverts
- DCM MP-6 Manna Development
NOTE: Please sign and date each attachment in the
space provided at the bottom o f each fortn.
Revised 03/95
Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form
DCM-MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet.
Average Final
Existing Project
T,-nath Width Depth Depth
Access
channel
(MLW)
(NW .1
Canal
Boat
basin
Boat
ramp
Rock
groin
NIA ------ - - - - -------
N/A ------- ------ -----
N/A ------
N/A -------- ------- -------
N/A ----- -- ------- -------
205' 10, N/A N/A
926' 10' N/A N/A
0
Rock (rip rap)
breakwater
Other(fill for roac
(Excluding
shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
N f-IW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes No N/A
d. Highground excavation in cubic yards: N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future N/A
maintenance? Yes No
If yes, where? N/A
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
x Yes . No N/A
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length
205'
c. Average distance waterward of MHW or NWL
10 feet
d. Maximum distance waterward of MHW or NWL
10 feet
e. Shoreline erosion during preceding 12 months
8 feet
(Source of Personal observation
information)
f. Type of bulkhead or riprap material
Rock rip rap - concrete or rock material consistent
with 15A NCAC 07H.2405(k)
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 205' x 10'x 1.5'-27 = 114 cubic yds
(2) Bulkhead fill N/A
h. Type of fill material rock rip rap for shoreline
stabilization
I. Source of fill material_ from an upland source -
commercial
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area 10'x 926'
(includes 10'x 266' fill in wetlands)
(3) Purpose of fill
To construct access road to boating facility
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? 404 wetlands
X Yes No
If yes,
(1) Dimensions of fill area 10'x 266'
(2) Purpose of fill fill for road construction
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? N/A _
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Dump truck and frontend loader
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental Silt fence will be placed along
impacts. both sides of proposed road and
seeded with rye and placed with
straw once constructed. Bridge
proposed over ditch is
preconstructed and will be
brought to proposed location on
a flatbed and placed over ditch
If it is necessary to cross wetlands with heavy
equipment wetland sensitive matting will be
placed before crossing. Filter cloth will be placed
behind the proposed rock rip rap.
4. OTHER FILL ACTIVITIES Everhart AEC# 05-055
pplic t or Project Name
(Excluding Shoreline Stabilization) ` '_
Signature
a. Will fill material be brought to site? Yes X No
j 1 (0 -G&
Date
I
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 tlus proposed project.
a. Type and number of buildings, facilities, units or
structures proposed:
Construct two bridges, a gazebo, a road with culverts and
elevated walkway
b. Number of lots or parcels
c. Density (give the number of residential units and the units
per acre) 0.06 units per acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, Fill road (in wetlands) 10'x 266'= 2,660
etc. Fill road (in uplands) 10'x 660'= 6,600 s.f.
Turnaround in wetlands 20'x20' = 400 s.f.
Gazebo 16'x 20 = 320 s.f, culverts (area beyond road) 96 sf
Walkway 6'x 32' = 192 s.f.
Total disturbance = 10,268 s.f.
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
or concrete) to be used for paved surfaces.
No gravel or paved surfaces proposed for this project
g. Give the percentage of the tract within 75 feet of MHW or
NViWL, 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 0%

^' .• J

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
i. Describe proposed method of sewage disposal.
Existing on site conventional septic system
Have the facilities described in Item i. above received
state or local approval? Yes
(Attach 2PP-PrWO docuw Ud-)
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
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Existing private well
m. Will water be impounded?
If yes, how many acres?
_ Yes X No
N/A
n. If the project is an oceanfront development, when was
the lot(s) platted and recorded?
AEC #04-022
N/A
Signature
?? - 23 -os -
Date
s
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
6'?'G V J?
4. [,V
I
Attach this form to Joint Application for CAMA Major Permit, e. Mooring buoys N/A
Form DCM-MP-1. Be sure to complete all other sections of (1) Commercial Private_ Community ,
the
Joint Application which relate to this proposed project. (2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
a. Dock(s) and/or Pier(s) NIA
(1) Commercial Private X Community_
'(2) Number 1
(3) Length 50' (4) Width of water body N/A
(4) Width 6' (5) Distance buoy(s) to be placed beyond shoreline
(5) Finger Yes .? No N/A
Piers
(i) Number f
(ii) Length i,z' f. Mooring structure (boatlift, mooring pilings, etc.) moorin
Prh.
_ _
(iii) Width _rf' (1) Commercial Community X Private
(6) Platform(s) X Yes No (2) Number 4
(i) Number 1 (3) Length 18 feet
(ii) Length 20' (4) Width 12 inches d?Arn4+F,c
(iii) Width 10'
(7) Number of slips proposed 2 g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian property Walkway (pier) - proposed four foot wide 12 feet long
walkway between boathouse and second boat slip
(mooring pilings)
lines 150'+
(9) Width of water body 4 miles or greater
(10) Water depth at waterward end of pier at MLW or
NWL 4 feet
b. Boathouse (including covered lifts) w/covered lift
(1) Commercial X Private
(2) Length 30
(3) Width 13 Warren Everhart
icant of Project N
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A Signature
?
C
d. Bulkhead (e.g. wood, sheetpile, etc.) -
(1) Length N/A Date
(2) Average distance from MEW, NWL, or
wetlands N/A
(3) Maximum distance beyond MEW, NWL or
Form DCM-MP-S
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)
wooden bridges
c. Water body to be crossed by bridge
manmade farm ditch
d. Water depth at the proposed crossing at MLW or
NWL 8 inches
e. Will proposed bridge replace an existing bridge?
Yes X No
if yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge
be removed? (Explain) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
if yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge(s) 12 feet & 32 feet
• =:afry?q?J
h. Width of proposed bridge-, - /0°
i. Height of proposed bridge above wetlands
bridge proposed over manmade ditch in wetlands
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
heavily vegetated narrow ditch. non navigable
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain non navigable (farm ditch)
in. Will the proposed bridge cross wetlands containing
no navigable waters? X Yes No
If yes, explain One bridge will cross an existing
narrow manmade ditch. within Section 404 wetlands.
Second bridge will cross coastal wetlands which are
Not inundated or navigable.
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
a. Water body in which culvert is to be placed N/A
b. Number of culverts proposed Two
Revised 03/95
Form DCM-MP-5

c. Type of culvert (construction material, style)
HDPE corrugated culvert
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
Yes X No
If yes,
(1) Length of existing culvert NIA
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
f. Length of proposed culvert 18'
g. Width of proposed culvert 12" (dia.)
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
Yes X No N/A
If yes, explain N/A
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain N/A
(4) Amount of material to be excavated in cubic
yards N/A
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 18 foot
(2) Width of area to be excavated 3 foot
(3) Amount of material to be excavated in cubic
yards 2 c yds for each of the two culverts
(4 c vds total)
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 N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
to be used on base of proposed road
(2) Dimensions of spoil disposal area
10'x20'
(3) Do you claim title to the disposal area?
X Yes No N/A
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
X Yes No
If yes, give dimensions if different from (2) above. same
(6)Does the disposal area include any area below
the MHW or NWL? Yes X No
if yes, give dimension if different from No. 2 above. same
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
e. 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 below MHW
or NWL? Yes X No
If yes,
(1) Length of area to be filled NIA
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
Revised 03/45
Form DCM-MP-5
1
f. 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 within:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, (section 404 wetland fill)
(1) Length of area to be filled 266 feet
(2) Width of area to be filled 10 feet wide
(3) Purpose of fill access road to access from
higharound to proposed boat dock.
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 of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail mitigation is required under the
404 jurisdictional wetlands rules (Federal Regi?.
Mitigation proposed is the purchase of wetland
credits from NCEEP
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail N/A
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail N/A
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Excavated fill and fill
brought on site from a commercial source. Once fill is in
place silt fence will be used along all wetland fill areas to
prevent intrusion of material into areas not permitted for
fill. Once the road is constructed it will be seeded and
placed with straw before use.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Commercial dump truck frontend loader and bobcat
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 N/A
Everhart AEC 905-055
??_?ant orProjec me
Signature
?(-23-o5
Date
Revised 03/95
MAJOR PERMIT FEE MATRIX
Applicant: Warren Everhart
Selection Development Type Fee DCM % DWQ %
(143001601 435100093 1625 6253) (243001602 435100095 2341)
1. Private, non-commercial
E] 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
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
I II. 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:
T
-
. , III(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. $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
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 CO$ Wetlands delineation Manual)
i u?-12e1-V.11G
Project/Sit : Date: -7-11 - b
AppliMWOwner: 1,Jo r"r "x, .J f 4?c?r County: e.v`f G.L?,
Investi or: v-, -_- State:
Do Normal Circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical Situation)? [] Yes aNo Transect ID:
Is the area a potential Problem Area? ? Yes No Plot ID: 30' ?s« bz 5? ^ n i h,5
f needed, !lain on reverse.
Dominant Plant S ies.
1. rl, 0?w ry- Stratum. Indicator Dominant Plant Species
9. 'Stratum Indicator
2. i V S 10. Q' a i a.
3. a. a 'GCt:• 11.

4, 12.
5. ra h.u I? C-W 13.
6. ,jt-uroS cern6u5 O L 14.
7. 15.
s. ? .ts\0- r. icm. h 06L ... r-16.-
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-) Iv
Remarks: ,? tt
HYDROLOGY
R0c.0r4:d-l)ata'(Describe in Remarks):
Stream, lake, or Tide Gauge
? Aerial Photographs
? Other
No Recorded Data Available
Field Observations:
Depth of Surface Water : q7L?-, (in.)
Depth to Free Water in Pit: S (in.)
Depth to Saturated Soil: t' (in.)
Remarks:
Wetland Hydrology. Indicators:
Primary Indicators:
? Inundated
Saturated in Upper 12 Inches
? Water Marks
? Drift.Lines
? Sediment Deposits
[] Drainage Patterns in-Wedands
Secondary Indicators (2 or morereguired):'.
Oxidized Root Channels in Upper42 Inches
Water-Stained Leaves
? Local Soil Survey'Data
FAC-Neutral Test
Other (Explain in Remarks)

SOILS
Map Unit Name ?.t s r,D U44"-\
(Series and Phase):
Depth
Color Mottle Colors
- - ,. , -11 K d,,:..,
Hydric Soil Indicators:
Hiistosol
[ :Histic I p' edon
[a SulfidicOdor
Aquic Moisture 'regime
[J
Reducing Conditions
Gieyed .or Low-ChrOma Colors
YJ Soy
Drainage Class: p oa dY Q-?` ?-
Field Observations
Confirm Ma d T e Yes jp_Ho?
Mottle Textures, Concretions,
? Concretions
??dy Soils
(gj High organic Content in Sut#'ac :Laycc 19.1
Q Organic Strealag.in Sandy: SOUS
Listed on.Localliydric Soils. List
Listed on National Hydric Soils List
Other (Explain in Remarks)

WETLAND DETERMINATION
Hydiopliytic Vegetation Present Yes ?No
No
Wetland Hydrology Present? Yes ? No
Hvdrie Soils Present?- Yes No is this Sampling Point within .a Wetland? Z.EYcs_D_
Remarks:

Approvcd by HQUSACE•2I92
DATA FORM
ROUTINE WFTLA.ND DETERMINATION-
- WE Wetlands delineation Manual)

ProjCct/Site: Date: -7 - I / o s
Applicant/Ownen. (, A YZ A- County: C.c?Y tr rTv GiC.,
Investigator. DU State:
Do Normal Circumstances exist on the site? S Yes ? No Community ID:
Is the site significantly disturbed (Atypical Situation)? E] Yes F?71 No Transect ID: '
30' ? ^- .b?
ID
l
Is the area a potential Problem Area? ? Yes No 5
:
P
ot
`?'e [ °` ??`l ! r ° ?••
f needed, cxplainon reverse.
Dominant Plant Species . Stratum. Indicator Dominant Plant S ecies Stratum' Indicator
9.
2. 2?( rre 10.
3. Li r r od wn ?vl i 11'
` r
4. 12.
5. o ; Out,., vt,.t ae e.. rG' 13.
6. v-A 14.
7. 15.
16.

Percent of Dominant Species that are OBL, FACW, or FAC
°?
(excluding FAG-). o
3 3
m G(ov,-e-r,
-F e-1
Remarks: -

HYDROLOGY
Iccordcd-Data*(Describe in Remarks):
D Stream, Lake, or Tide Gauge
Aerial Photographs
? Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: 2 ?t (in.)
Wetland Hydrology Indicators:
Primary Indicators:
? Inundated
? Saturated in Upper 12 Inches
? Water Marks
? Drift.Lines
? Sediment Deposits
[] Drainage Patterns in Wetlands
Secondary. Indicators (2 or more: required):.
? Oxidized Root Channels in Upper- 12 Inches
? Water Stained Leaves
? Local Soil Survey'Data
? FAC-Neutral Test
(-1 Other (Explain in Remarks)
Remarks:

SOILS
Map Unit Naive Drainage Class:
(Series and Phase): Field Observations
n r e
Taxonom Li C (??` `? r(, 4 5 Confirm Mappec
y Subgroup)'
Profile Desch
Depth Matrix Color Mottle Colors Mottle
.:..,-I-N . unri2nn (Munsell Moist) (Munsell Moist) Abundtu?ce/Contro
Hydric Soil Indicators:

?:Yes No
Textures, Concretions,
? Concretions
Histosol Soils
El High Organic Content in Surf I.aycr rn.S dY ..
.0"gistio l pipedon
[1 Suidic Odor [] Organic Streaking..in Sandy Soils
Q Aquic Moisture Regime ? Listed on Local:Hydric Soils List
[j Reducing Conditions [] Listed on National Hy?iic Soils List
? Other (Expla as in Remarks)
? Gleyed or Low-Chroma Colors
Remarks:
F-Y
WETLAND DETERMINATION
Hydiophytic Vegetation Present yes No
Wetland Hydrology Present? Yes No
H dric Soils Present? Yes No Is this Sampling point within a Wetland? Yes No
Remarks:

Approvcd by HQUSACE•2492
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BRIDGE CROSS SECTION C-C
N.T.S.
I
BRIDGE CROSS SECTION B-B
N.T.S.
FILTER CLOTH TO BE
PLACED BEHIND RIP-RAP

EXISTING EROSION
ENSCARPMENT
3.2' AVG.
10'
- /PROPOSED
RIP-RAP
v Am

RIP-RAP CROSS SECTION A-A
NTS
ACCESS ROAD, BOATING FACILITY DETAILS
WARREN EVERHART PROPERTY
POPLAR BRANCH TOWNSHIP - CURRITUCK COUNTY - NORTH CAROLINA
ATLANT/C EMIXONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = NTS P.O. 9OX 3266, K/TTY HA {Y/(, A0.. 27949
[phone], a mail rordorman®aol. coin
.TE: 5/19/06 REVISED: FILE: 05-055 DRAWN BY: DOUG D
I 48 I
10'