20021199 Ver 1_COMPLETE FILE_20020807

401 comments

Subject: 401 comments
Date: Tue, 17 Sep 2002 08:42:54 -0400
From: Tom Steffens <[e-mail]>
To: Bob Zarzecki <[e-mail]>, Cyndi Karoly <[e-mail]>
Bob, Cyndi,
The following projects have been reviewed and have or will be entered
into the file-pro system. Both are tardy or were.
021236 Sharon Twiddy Dare Co CAMA Maj
Issue no cond
021199 Howard Wayne Basnett Dare Co CAMA Maj Issue
no cond
Questions comments- call or write
toms
Tom Steffens <Tom.Steffens 9ncmail.net>
Environmental Specialist II
DENR/DWQ/WaRO
.401 Wetlands
I of 1 9/18/02-
23 Lot Number
Lot j+ m ensi on
This map is prepared for the in4entcry of real property Found wi'min this Jurisdiction, and is compiled from FYe%Jous Line
recorded deeds, plats and ocher public data Users of this map are hereby notified that the aForemetioned public Canai-Shoreline
primary information sources should be consulted For veriFication of the information contained in this map, , Ec--ement
DARE CCIJNTY iSUMES NO LEGAL RESPONSIBILITY FCR THE INFORMATICN CONTAINED IN THIS MPP I Flood Zone
1 100 0 100 230 Feet
300 00 500 Feet
This map is prepared for the inventoryof real property found within this jurisdiction, and is compiled from
recorded deeds, plats and other public data. Users of this map are hereby no`_iRed that the aforemetioned public
primary inform abon sources should be consulted for verification of the information contained in this map.
DARE COUNTY ASSUMES NO LEG: RESPON 51BILIT Y FOR THE INFORMATION CONTAINED IN THIS MAP
Lot P-iumbe,
9s.i Lot Dim ensicn
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
August 2, 2002
MEMORANDUM 021199,
TO: John Dorney
Division of Water Quality, Wetlands/401 Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA PERMIT APPLICATION REVIEW
, .r
4 WETLANDS GROUP
WATUA QU1°1LiTy SECTION _, .,
Applicant: HOWARD WAYNE BASNETT & ROBET D BASNETT, JR
Project Location: NC 12, FRISCO, DARE CO., MAN-MADE CANAL TO THE
PAMLICO SOUND
Proposed Project: CONSTRUCTION OF SFR AND GRAVEL DRIVE W/3 COASTAL
WETLAND-BRIDGE CROSSINGS,INSTALLATIN OF SERVER FORCE
MAIN AND CONSTRUCTION OF DOCK
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 08/21/02. If you have any questions regarding the proposed project, please
contact Doug Huggett at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are
incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED
DATE
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
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2
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Howard Wayne Basnett & Robert D. Basnett, Jr.
PROJECT NAME : James Phillips
LOCATION OF PROJECT SITE: NC 12, Frisco, Dare Co., man-made canal to the Pamlico Sound
Photo Index - 2000: 172-2016, U-W 8; 1995: 172-1760, T-V 9
State Plane Coordinates, X: 3006000; Y: 558000 GPS C072413A
3. INVESTIGATION TYPE: CAMA/D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - May 24 & July 24, 2002
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received Complete -July 25, 2002
Office - Elizabeth City -
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline, Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none at this time; Planned - septic tank-drain field
(F) Type of Structures: Existing- none at this time; Planned - single family dwelling bulkhead,
driveway with 3 private bridges & dock;
(G) Estimated Annual Rate of Erosion: NA
Source Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
T, VPAVATTn1V FTT.T. CTTADTNr-
(A) Coastal Wetlands
(B) Public Trust/Estuarine
Waters 450 sf,.01 A
(C) Upland / Estuarine Shoreline 3,300 sf, .076 A
(D) Total Area Disturbed: 3,750 sf., .086 A
(E) Primary Nursery Area: No
(F) Water Classification: SA; closed to shellfish harvest
8. PROJECT SUMMARY: This project involves the construction of a gravel driveway with three coastal
wetland-bridge crossings to access a single-family residential building site, within 75 ft of waters that connect to the
Pamlico Sound in Frisco, Dare County. Construction will also include the installation of a small sewer force main
along the driveway road grade to an upland area septic tank drainfield, and the installation of a private dock along
the shoreline adjacent to the residence.
Howard Wayne Basnett & Robert D. Basnett, Jr. Dare County
Page 2
FIELD INVESTIGATION REPORT
Project Setting
The application site is located across from Robin Lane/SR 1406, north of NC 12, in Frisco, Dare
County. The site consists of two separate adjacent 2.67-acre parcels that are situated between NC 12,
and a fork in an adjacent man-made canal system that connects to the Pamlico Sound. The site is
approximately 1,000-ft southeast of the Pamlico Sound. According to the North Carolina General
Warranty Deed provided with the CAMA application, these parcels are presently owned by Howard
Wayne Basnett & Robert D. Basnett, Jr. The property is a vacant tract of land with approximately
.234-If of road frontage along NC 12, and 840-1f of canal frontage. The application package also
includes two `Offer to Purchase and Contract' documents from James H. Phillips to the current
property owners: one to purchase Parcel # 1 from Robert D. Basnett, Jr. and one to purchase Parcel
#2 from Howard Wayne Basnett. The application platwork has been prepared in the name of
`Phillips Property', and the application project name is given as `James Phillips'.
A review of the USGS topographic quad map for this vicinity indicates that the site elevation near,
NC 12, is between 15 and 25 ft above MSL, with a knoll on a front (southeastern) portion of the site
that, in one area, may exceed the 25 ft above MSL elevation. Portions of the site adjacent to the
existing canal are approximately 2 to 5 ft above the NWL. These parcels are vegetated in both upland
and wetland type vegetation. Approximately 2.47 acres of the site consists of upland areas vegetated
in a canopy of primarily eastern cedar, live oak, and pine species, and an under-story-ground cover of
wax myrtle, yaupon holly, sweet bay magnolia, palmetto, and greenbrier. Wide and diverse coastal
marsh areas exist between the Pamlico Sound and these upland areas. Along the eastern side of
Parcel #2, a narrow ridge extends north from the primary upland portion of the site toward the
existing canal that extends east and southeast. This ridge extends to an upland area and a remnant
spoil bank that exists along much of the canal shoreline. These upland areas are vegetated in live
oak, cedar and pine; however, some of these areas directly adjacent to the water are lower in
elevation, and are vegetated in Cladium jamaicense, Spartina alterniflora, Juncus roemerianus,
Scirpus spp., Typha spp., Distichlis spicata, Borrichia frutescens, and Spartina patens. These wetland
areas are connected hydrologically to the nearby canal, and the large coastal-marsh that dominates
most of the site. These wetlands extend across the above-described `narrow ridge' in several areas.
These `upper' portions of the marsh that have migrated across this ridge are vegetated in Cladium
jamaicense and Sp. patens. Approximately 2.5 acres of the two parcels, combined, is vegetated in
coastal and/or freshwater wetland plant species. The remainder of the plated project area, not
previously referenced above, consists ofpublic trust waters of the adjacent canal (approximately 0.4
acres).
The adjacent riparian property to the east is owned by Fredrick C. Johnson. Much of this adjacent
property appears to have been filled previously, and the shoreline along this property is bulkheaded.
The adjacent riparian property to the west is owned by the Oden Brothers, LLC. This adjacent tract
appears to extend entirely to the Sound from NC 12, and consists of similar topography and
vegetation as the `Basnett' parcels.
The canal width is approximately 40-ft. The water depths vary between 1.0 and 4.0-ft below the
NWL. Water depths observed during the most recent site visit were greater than one foot, at a
distance of 3-ft offshore, at NWL. The application platwork indicates that the water depth, 6-ft
offshore, is 1.5-ft at NWL. The canal bottom was not visible on the day of the most recent site
Howard Wayne Basnett & Robert D. Basnett, Jr., Dare County
Page 3 _
FIELD INVESTIGATION REPORT
evaluation. No significant areas of submerged aquatic vegetation were observed from the shoreline
during the application site visit. -A remnant bulkhead structure exists on Parcel #2 at an area along
the shoreline of the canal near the `Johnson' property.
The waters of these canals carry the same water classification as the Pamlico Sound. The North
Carolina Environmental Management Commission has designated these. waters as `SA' waters
(suitable for shellfish propagation and harvesting); however, the waters in this vicinity are closed to
the commercial harvest of shellfish. The North Carolina Marine Fisheries and Wildlife Resources
Commissions classify the waters of the Pamlico Sound as Coastal Waters. During the site
investigation, no shellfish were observed along the water bottom. Juvenile finfish and some
crustaceans were observed within the waters and wetlands along the shoreline.
The Coastal Resources Commission (CRC) has also designated these waters as Estuarine Waters and
Public Trust Areas of Environmental Concern (AEC). Also under the designation of the CRC, a
Coastal Shoreline AEC extends in a contour of 75 ft landward of the NWL. The CRC has also
designated coastal wetland vegetated areas, like those described above, as Coastal Wetland AEC.
Project Description
Howard Wayne Basnett'and Robert D. Basnett, Jr. are co-applicants for this CAMA Major-Permit
application. The application proposes to construct a driveway with three coastal wetland-bridge
crossings to access a single-family residential (SFR) building site, within 75-ft of the above
referenced canal. This application also concerns the construction of this SFR. In addition,
construction will also include the installation of utilities along the driveway grade, and the placement
of a private dock' to access the adj scent canal from the SFR._ -
The proposed access driveway will consist of an approximately 900-ft long fill roadway with three
proposed bridge crossings. The roadway will be for private use and the alignment will run northwest
from NC 12 toward the canal and spoil bank upland area adjacent to the canal, and proceed in an
east-west direction. The roadway and bridge approaches will be cleared to a maximum width of 12-
.ft, and will be graded and backfilled with 6-inches of ABC gravel material. It is estimated that 140-
cy of gravel will be placed and graded along the proposed driveway.
The driveway bridges will extend across wetland areas that receive regular or occasional inundation
from the connecting waters of the Pamlico Sound. These crossings will consist ofpile supported 12-
ft wide wooden bridges. Each will be elevated a minimum of 3-ft above any wetland substrate. The
first bridge is located on Parcel #2, and will cross an area that is approximately 108-ft wide along the
previously described `ridge'. The second bridge is located just west of the property line between
Parcel 91 and Parcel #2. This bridge will be aligned parallel to the canal, and cross a 30-ft wide
wetland area. The third bridge is approximately 20-ft west of the second bridge, is also aligned
Howard Wayne Basnett & Robert D. Basnett, Jr., Dare County
Page 4
FIELD INVESTIGATION REPORT
parallel to the canal, and will cross a 12-ft wide wetland area. All the bridge structures and
approximately 380 ft. of the driveway are within of the Coastal Shoreline 30' buffer. With this
location the buffer, the entire road grade of the driveway avoids the placement of any fillip, wetland
areas. ,
The proposed SFR will consist of a 1,500-sf footprint, and will be situated at the northwest corner of
Parcel #1. The proposed dwelling will include a 50-ft by 8-ft un-covered deck along the north side
of the dwelling. The waterward edge of this deck will be 34-ft from the NWL. The,entire dwelling
will be outside of the 30-ft Coastal Shoreline buffer, and as proposed, will not result in the filling of
any wetlands. The residence's sanitary wastewater will be treated by a septic tank-drainfield that
will be situated in an upland area at the southwest corner of Parcel #1, near NC 12. The influent will
be pumped through a small force main that will run along the driveway alignment to the septic tank
location. A `drainfield-repair area' has also been delineated adjacent to the proposed drainfield
location. This application does not indicate a proposed alignment for any other utilities. It. is
assumed that the residence will connect to the County water system for potable water supply, and
- - - phone and electric services will be supplied by local contract suppliers. It is anticipated that.the
installation of these utilities may be proposed to cross the existing marsh area due to the higher
expense associated with the cost to install these services related to length of the utility lines. The
direct connection straight across this marsh area would be a considerably shorter distance. This work`
could be authorized through a CAMA General Permit(7H .1600) or a CAMA Major permit
modification at a later time.
The proposed dock will consist of a walkway and a `T'. This dock structure will consist of a 5-ft
wide, raised walkway that will extend from the house deck to the NWL, or just beyond. A 6-ft wide
`T'. will extend east-to-west over the water along the shoreline. According to the plat the proposed
dock structure will be at least ?70. from the closest riparian neighboring property line. The
-ft
application does not indicate any designated mooring slips. Due to the existing canal depth and
width, it is projected that this dock structure will provide only one mooring slip. This application
- and platwork did not indicate the placement of any additional pilings for mooring tie-offs. The dock
structure is proposed.for private use of the property owner. This proposal does not include any
maintenance excavation of the adjacent canal bottom areas waterward of the NWL. No platforms or
walkway areas wider than 6-ft are proposed over any coastal wetland or public trust areas.
Anticipated Impacts
The anticipated impacts of this project are associated with the proposed 900-ft driveway and three
bridge crossings. In addition, some impacts are also attributed to the proposed 1,500-sf SFR within
the Estuarine Shoreline, and the shading of coastal wetlands and public trust areas that will occur
from the proposed raised walkway and dock structure. The construction ofthese, and the over-all site
work, will also result in at least, temporary impacts from sedimentation into the adjacent waters and
wetland areas. Other than the driveway this project does not propose any non-water dependent use
development within any coastal shoreline or public trust areas. While the driveway represents a non-

:- i
r {
Howard Wayne Basnett & Robert D. Basnett, Jr., Dare County
Page S
FIELD INVESTIGATION REPORT
water dependent use within the 30 ft. buffer, this location of the driveway minimizes portential ...
impact that the driveway could have upon wetland areas. Impact on the buffer is not so significant as
it might be inmany cases because of the unique configuration on this lot where essentially the. entire
30 ft buffer is surrounded by-water and wetlands and does not need to mitigate run-off from
adjoining high ground. -
The proposed driveway alignment will result in approximately 10,800-sf of land disturbance and
impervious surfaces, and the placement of approximately 140-cy of gravel or roadway material fill
on upland areas within the Estuarine Shoreline AEC. The proposed elevated bridge crossings and
raised walkway will result in the shading of approximately 1,800-sf of Coastal Wetland AEC. The
proposed dock will result in the shading of approximately 450-sf of Estuarine Waters and Public
Trust Area. The proposed SFR will also result in at least 1,500-sf of impervious surfaces within the
Estuarine Shoreline AEC.
The proposed driveway and. bridge-crossings will allow, access to the upland areas identified in this...,_
proj ect, which in turn, will provide one, and possibly, two upland home sites. The driveway will also
provide an access to the proposed dock location that will provide access to Public Trust Area of the
Pamlico Sound. The home site and deck are outside of the Coastal Shoreline Buffer. However as
proposed, the driveway and bridges are within the Coastal Shoreline Buffer. All of the proposed:
work will avoid the filling or-excavation of any wetlands. The project has been -planned and.-,
proposed to minimize impacts to coastal resources. The project will not result in any fill or
excavation of any Public Trust Areas. The project. will not interfere with any riparian access or
Public -Trust. Area navigation.
Hatteras Island is known to be rich`-in archaeological- and cultural resources -An inspection of
mapping data on cultural resources revealed that archaeological or cultural resource findings have
been recorded on these maps the Frisco area. This review indicates that sites have been identified
that appear to be on or in closeproxirnity to this project. It is important to reiterate that Hatteras
Island has a rich heritage in cultural resources, and these maps have not'been updated in at least 10
- years. The potential for the discovery of additional cultural or historical resources is possible.
-
Submitted by: Dennis W. Hawthorn
Date: July 29, 2002
- r
3
Quible
Quibie & Associates, P.C. P.O. Drawer 870
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING Ph Hawk. NC 27949
Phone: [phone]
SINCE 1959 I= 252-261-1260
PRINCIPALS
Sean C. Boyle. P.E.
Joseph S. Losslter. C.E.P.
Eduardo J. Valdlvieso. P.E.
July 19, 2002. ASSOCIATES
Joseph J. Anlaut. P.E.
David S. Neff
Mr. Dennis Hawthorne
NC Division of Coastal Management ?OIVED
1367 US 17 South
Elizabeth City, NC 27909
Re: Major CAMA Permit Application - Phillips property - Frisco, NC
0?4.149FaI+??T!
igL7Y`7tffrl ?G713I'
Dear Mr. Hawthorne:
The purpose of this document is to provide a narrative description of the proposed project. The subject property is
an approximately 62,381 sf parcel of land located adjacent to NC 12 adjacent in Frisco, Dare County, North
Carolina.
The project proposes the construction of three separate bridges over coastal wetlands which total 150 linear feet, a
6' wide by 75' long platform for the private use of the residents of the property, and a single family residence within
the 75'"AEC.. Currently the property is vacant and there are no existing improvements on the subject property.
The proposed project will provide water access to a 15,090 sf upland portion of the property located on a canal that
connects to the Pamlico Sound. The access easement will cross three sections of coastal wetlands by constructing
- three separate 12' wide bridge sections a-minimum of three feet above the existing wetlands:: The proposed road _
will provide access to a 6wide by 75' platform on the canal and a single family residence that will be constructed
landward of the 30. ft.- A 6': wide walkway on the upland portion_of the property will provide access to a 6' wide by
75' long platform on the canal. A total of 9,500 sf of impervious coverage is proposed within 75' AEC (15.4%).
Impacts within the 30 ft. buffer are limited to the access road which covers 4,046 sf within the buffer area.
The proposed wastewater system for the residence will include a grinder station located adjacent to the residence,
which will pump the effluent through a force main that runs within the easement boundaries to a LPP wastewater
system located on a upland portion of the property adjacent to NC 12. In the locations where the force main crosses
coastal wetlands a directional drilling process will be used. The process will drill under the wetlands from uplands ,
to uplands without impacting the existing wetlands.
Enclosed with this correspondence are 30 copies of a blue line plat that depict the development proposed, DCM-
MP Forms #1, 3 and 4, a check for $250.00 made out to NCDENR, a copy of the contract to purchase by Mr. James
Phillips, and the certified mail receipts.
Thank you for your attention to this information. If following review you have questions or need additional
information please contact me at 252-261-3300.
Sincerely,
Quible and Associates, P.C.
Doug as A. Dorman
cc: James Phillips
a
APVLJCAT_1.01.111N._
(To be completed by all applicants) ;

- - d. Is proposed work within city, limits or planning
1.. APPLICANT _ .: jurisdiction? .
X Y
N
es ..
o
a.. Landowner: e. Name of body-of water nearest project (e.g. river,
Robert D. Basnett, Jr. & . creek, sound, bay) Pamlico Sound
Name Howard Wayne Basnett
Address PO Box 233:
3. DESCRIPTION' AND PLANNED USE
City Frisco State NC
OF PROPOSED _PROJECT
Zip 27936 Day Phone N/A
a. List all development activities' you propose (e.g.
Fax building a`home, motel,. marina;-bulkhead, pier, and
excavation and/or filling activities.
b. Authorized Agent: Construction of a single family residence within the 75'
:. - AEC. Constnictiofi of a 20' wide driveway with portions
Name : Ouible & Associates within the 30'buffer for access to the proposed residence
- - and private-boat; dock. 150'.6f the access road will be
- bridged over existing coastal wetlands. The enclosed plat
Address PO Drawer 870 and narrative describe the- ect in more-detail.
City Kitty Hawk State ` NC b. Is the proposed-activity-maintenance of an existing
project, new work, or both?, New Work
,Zip; 27949 Day Phone [phone] Will the project be for public, private or commercial
use? Private
Fax [phone]
d. Give a brief description of purpose, use, methods of
construction and daily operations ofproposedproject.
c. Project name (if any) Phillips CAMA Major If more space is. needed, please attach additional
- pages. The single family residence is being proposed and
NOTE. Permit will be issued in name of landowner(s), and/or an access road will be constructed in order to provide
project name vehicle access to the residence and boat dock.
.

2. ` LOCATION OF PROPOSED
PROJECT

T ? 'ED
a. County Dare ? R?.
b. City, town, community or landmark ii WN
Frisco
c. Street address or secondary road number
NC 12
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
- - CHARACTERISTICS
a: Size of entire tract 240,451 SF (5.52AC.)
b. Size of individual lot(s) 116,305 Sf (2.67 AC.)
c. Approximate elevation of tract above MHW or NWL
d. Soil type(s) and texture(s) of tract
Duckston fine sand
e. Vegetation on tract Juniperus virginiana, Myrica
cerifera, Ouercus A.mini ana, Juncus roemeranus,
Toxicondendron radicans. Baccharis hami olia.
f. Man-made features now on tract N/A
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?
RSI
i. Is the proposed project consistent with the applicable.
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered Historic
District or does it involve a National Register listed or
eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
See enclosed plat.
(Attach documentation, if available)
a
46
m. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 ''/z" by I V-, white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line .
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
Revised 03/95
'Form DCM-MP-1
.
• A Stormwater Certification, if one is necessary.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
`
signed return receipts as proof that such owners that any permit issued in response to this
I understand
have received a copy of the application and plats by application will allow only the development described in
certified mail. Such landowners must be advised that the application.. The project will be subject to conditions
they have 30 days in which to submit comments on the and restrictions contained in the permit.
proposed, project to the; - Division `of Coastal
Management. Upon signing this form, the applicant I certify that to the best of my knowledge, the proposed
further certifies that such notice has been provided. activity complies with the State of North Carolina's
approved Coastal Management Program and will be
Name Fredrick C. Johnson conducted in a manner consistent with such program.
Address PO Box 421, Frisco, NC 27936 - -
Phone I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
Name Oden Brothers L.L.C. agencies to enter on the aforementioned lands in
Address PO Box 177 . Hatteras. NC 27943 - connection with evaluating' information related to this
Phone - permit application and follow-up monitoring ofthe project.
Name I further. certify that .the. information provided in this
Address
application is truthful to the best of my knowledge.
Phone
A list of previous state or federal permits issu ed for
• _ This is the 25th day of June, 2002.
work on the project tract... Include permit numbers, - -
- permittee, and issuing dates. Print Name Doug Dorman. 0uible & Associates, P.C.
None t
Si
ure .
gna
th
i
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downe
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• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR) -
to cover the costs of processing the application. Please indicate attachments pertaining to your proposed
project.
• A signed AEC hazard notice forprojects in oceanfront
and inlet areas. _ DCM MP-2 Excavation and Fill Information

DCM_ MP-3.. , Upland Development
X
• A statement of compliance with the N.C. X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
Environmental Policy Act (N.C.G.S..113A -1 to 10) DCM MP-6 Marina Development
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting NOTE: Please sign and date each attachment in the
compliance with the North Carolina Environmental space provided at the bottom of each form.
Policy Act.
Revised 03/95
Form DCM-MP-3
Y
UPLAND
JUL 2 2 2002
GoASTAL MANAGEMENT
DEVELOPMENT -
ELIZABETH CITY
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1 single family residence
b. Number of lots or parcels Two
c. Density (give the number of residential units and the
units per acre) lresidence per 1.35acres
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. .7.604 sf
i. Describe proposed method of sewage disposal.
On site wastewater system. Grinder station to be
pumped to LPP system located on upland portion of
property adjacent to NC 12.
j. Have the facilities described in Item i. above received
state or local approval? No Permit has been
requested at this time.
(Attach appropriate documentation)
k.
e. If the proposed project will disturb more than one acre
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land disturbing. activity begins. If
applicable; has.a sedimentation. and erosion control::.
plan been submitted to the Division- of Land
Resources? Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. Gravel
driveway.
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. 15.4 %
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
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).
Runoff from buildings and gravel parking areas will
be routed to remaining open areas of the undeveloped
portions of the property via site grading.
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Dare County public water supply
m. Will water be impounded? Yes X No
If yes, how many acres?
n.. If the project. is a oceanfront development, when was
the lot(s) platted and recorded? - NA
Doua Dorman Ouible & Associates. P.C.
Applicant or Agent for
Signatu
June 25. 2002
Date
Revised .03/95
Form DCM-MP-4
1 1
STRUCTURIES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form_ DCM-MP-1. Be sure to complete all other
sections of_the Joint Application which relate to this
proposed project. .
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(4) W Lenth
dth
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private g. Other (Give complete description)
(2) Number -
(3) Length
(4) Width -
(5) Finger Piers _ Yes X No
(i) Number -
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number 1 Doug Dorman, Quible & Associates
(ii) -Length 75' Applicant or Authorized Agent
(iii) Width 6
(7) Number of slips proposed signature
(8) Proximity of structure to adjacent riparian
'-??c.
property lines 83', 525' Date
(9) Width of water body 45'
(10) Water depth at waterward end of pier at MLW
or NWL 3.0' avg.'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
,
(2) Length
(3) Width, OVED
c. Groin (e.g. wood, sheetpile, etc.) N/A
JUL 2 2 20P)
(1) Number
(2) Length(s)
COASTAL MANAGEMENT
d. Breakwater (e.g. wood, sheetpile, etc.) N/A ELIZABETH CITY
-(1) Length ;
(2) ' Average distance ' from MHW NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
Revised 03195

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