20030038 Ver 1_COMPLETE FILE_20030115

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3.4 x 3A / 35x X31 x3A X x4.40 \ ~ ~ NOT A USABLE SLIP x 4.30 / ~ ~ / O
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TO BE REMOVED 25 25 x x 3b0 / / 1 ~ ~ x ~y / /1,3, \ ~ - - - -
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NOTES: ~ ; ~~OO"E X 4.90 ~ N650 s.lo ~r / ;t a
/ ~ 1. PROPERTY OWNER: THE PALEY-MIDGETT COMPANY LLC ~ ~ .00' ~ / o o x
P.. X ~ 90 ~ 4' ~ ~ 0 80 506 o ~ ~
' HATTERAS, NC 27943 ~ ~ ~ s.9o x 450 x 16.10 [phone] ~ ~ ~ ~ x 16.10 O W ~10
i 2. PROPERTY IDENTIFICATION: PIN# 9595 13 03 5670
PINS 9595 13 03 6500 250 ~ ~o x 210 ~ a a p
3. RECORDED REFERENCE: DB 571 PG 893 ~ ~ 450 d~ ,2a waoo ~ 450 V W U r~ F-1 a' U
4. ZONE: R-2A ~ 4.80 g6 1 ~ F~
5. PROPOSED USE: TWO-UNIT GROUP HOUSING PROJECT ~a ~ '2~2~ ,s~ ' S1 (2 HOMES ®4 BEDROOMS EACH) ,p'~k sso S./ G., a a N a ~t U
do ~ ~ to 6. PARCEL AREA. 41,482 SF (0.9523 AC.) W ~ of W W E
UPLAND: 27111 SF ~ ` k x 4.10 q~ X 4 U ~U N
LOWLAND: 14,371 SF N ~ ~ ~ \ x5 W~a ~
7. EXISTING BOAT SLIPS: 6 ~ \ ""a ~A~ Z w
2 -BOAT LIFTS ` ~ 4 - 50 'SLIPS ~ ~ \ x 4ao N ~ Ax Z
\ x 40 8 PROPOSED SLIPS: 10 ~ ~ ~ \ o 0 0
2X6 T .4 A ~ H Z JOTS 0 CC W
R 1 -LIFT TO REMAIN ~ \ / ~ ii ~ / ~ N 4 - 40' SLIPS ~ \ / / ~ ~ 6' ~'V 12' FNK*R PER T`fPICAL W +
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~ ~ ~ ~ 320 3bo INSTALL BUTT-END DOWN
~'"Y ~ 6.10 6'~TIP X 25' 2.5 CCA 7'6' OC (lYP)
MSTALL BUTT-ENO _
. j,~ ~ 2.b0 n ~ 2.io DOWN COMMISSION N0.
LEGEND x-~.,a - - - - - - ~o ~~1 s. P01145
DESIGNED BY
~ ~ x ss EXISTING WATER DEPTHS f .ASPHALT ROADWAY 2'go x 2.90 DAD
x z.7o EXISTING GROUND ELEVATION (SR 1253) ~[>fj4.lo DRAWN BY
0 EX. IRON ROD/PIPE DAD VED
ECEI CHECKED 8Y
~ EX. CONCRETE MONUMENT 4 DAD
QQ EX. PK NAIL JAN 1 ~p03 ISSUE DATE
EX. UTILITY POLE COASTAL R~~:s`lA(iEII~NT 1t/115/02
~LEZ~~~-rH cmr
~ EX. UTILITIES PED. SHEET N0.
i
SURVEY INFORMATION TAKEN FROM SURVEY ENTITLED "TOPOGRAPHIC GPJU* 'UC SCAVE
BASE MAP FOR PALEY-MIDGETT, HEDRICK PARCEL, HATTERAS VILLAGE, O 15 50 60 I TYPICAL PIER CROSS SECTION 'rMcAL PM Arm McMt PM canes sKMoN
HATTERAS TOWNSHIP, DARE COUNTY, NORTH CAROLINA" AS PREPARED BY BARNETTE INTEGRATED LAND DEVELOPMENT, P.O. BOX 7159 KILL N.T.S. N.T.S.
DEVIL HILLS, NC 27948, DATED 6/6/02.
DRAWING FILE: P01145CAMA 1 inch = 30 ft.
PLOT SCALE: 1"=30' OF L SHEETS

Q
WATER
p
y
...WIft- `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 24, 2003
DWQ# 03-0038
Dare County
Paley - Midgett Partnership, LLC
C/o Douglas Dorman
P.O. Box 250
Hatteras, VA, 27943
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Dorman:
You have our approval, in accordance with the attached conditions, to shade 0.02 acre of estuarine and Public Trust Water in
order to re-configure six existing boat slips to create a total of ten boat slips within an existing boat basin in the Village of Hatteras in Dare
County, as described in your application received by the Division of Water Quality on January 15, 2003. After reviewing your application,
we have determined that this fill is covered by General Water Quality Certification Number 3371, which can be downloaded from our web
site at hftp://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use your CAMA Permit when issued by the NC Division of
Coastal Management. In addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Non-Discharge, Water Supply Watershed and U.S. Coast Guard regulations. Also this
approval will expire when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,.you
must notify us in writing and you may be required to send us a new application for a new certification: -.If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described _in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional conditions
listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work' included=in the 401:
Certification has been completed;
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter 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 Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in our Central Office in
Raleigh at [phone].
AW K/cbk
Attachments
' c rel ,
la . Klim , 'PE cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Douglas Dorman, Quible & Associates, P.O. Drawer 870, Kitty Hawk, NC, 27949

030038
N. C. Division of Water Quality 1617 it
Ma Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
A, 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G. Ross Jr,, Secretary
January 14, 2003
MEMORANDUM:
0300,98
f-
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
Doug Huggett
Major Permits Processing Coordinator
SUBJECT:
Applicant:
Project Location:
CAMA/DREDGE & FILL Permit_ Application Review
Paley-Midgett Partnership, LLC
End of Pricilla Curve Drive in Hatteras Village, Dare County
Proposed Project: Re-configure six `existing slips to create a total of ten slips
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by February 4, 2003. If you have any questions regarding the proposed project, please
contact Dennis W. Hawthorn at. [phone] When appropriate, in-depth comments with
supporting data is requested.
REPLY: /_\_ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached. .. .
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE Z
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phon . 252-264-39011 FAX: [phone] Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
D r1 , n v 1 I I N /'_ t^ mil' P1(1a2 i A -IV-2-t& k?-,A?
M.,.
I rT L_ t`
DCM % DWQ %
Development Type FFE (14300 1601,435100093 1625 6253) (24300 I S02 4351 00095 234 S
Private, non-commercial
t
.
development that does not Involve $250 100%(S250) 0% (SO)
the rifling or excavation of any
wetlands or open water areas:
public or commercial development
11
.
that does not involve the filling or 5400 100%(S400) 0% (SO)
excavation of any wetlands or open
water areas:
Ill. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if & B, C, or D
below applies:

Ill(A). For private, non-commercial
development, If General water Quality S250 100%($250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
l(I(B): For public or commercial
development, If General water Quality $400 1000/6 (S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
Ilf(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400 60%(S240) 40% (S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:

III(D). If General Water Quality
Certification No. 3305 (see attached) $400 60%(S240) 40% (S160)
can not be applied:
IV, For development that involves
the filling and/or excavation of more 5475 60%(S285) 40% (5190)
than one acre of wetlands and/or
open water areas:
v`?.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Paley-Midgett Partnership, LLC
2. LOCATION OF PROJECT SITE: Precilla Curve Road, previously the `Hendrick Tract', 0.15-mi.
from SR 1237, Kohler Drive, Hatteras Village, Back Creek, Trib. to Pamlico Sound
Photo Index - 2000: 172-2014, not actually shown, just north of A-16, one grid unit; 1995:172-1758,
A-22, same as year `2000'; State Plane Coordinates - X: 2900800; Y: 553700; GPS from GP 32428-A,
C101614A; Hatteras, NC topo
3. INVESTIGATION TYPE: CAMA / D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/16/2002
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received - 12/18/2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County Land-Use Plan
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES, CW
(C) Water Dependent: yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - septic tank at existing residence
Planned - nothing additional
(F) Type of Structures: Existing - SFR, boardwalk/wharf, basin, bulkhead, 6-existing slips with
2-lifts; Planned - re-configuration to create a total of 10-boat slips.
(G) Estimated Annual Rate of Erosion: NA
Source - NA
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Estuarine & Public Trust Water I I I 780-sf of shading
(0.02-A)
(D) Total Area Disturbed: 780-sf of shading (0.02-A)
(E) Primary Nursery Area: No
(F) Water Classification: SA/Closed
8. PROJECT SUMMARY: This project is located within an existing boat basin at the end of Pricilla
Curve Road, in the Village of Hatteras. This proposal involves the re-configuration of 6-existing boat
slips to create a total of 10-slips.
Paley-Midgett Partnership, LLC, Pricilla Curve Road, Hatteras Village, Dare County
FIELD INVESTIGATION REPORT
Page 2
Project Setting
The application site is located within an existing boat basin at the end of Pricilla Curve Road
(SR 1253), 0.15-mi. from SR 1237, Kohler Drive, in the Village of Hatteras. The basin is
along Back Creek in Dare County. The site consists of a 0.95-acre lot that is situated between
the end of Pricilla Curve Road and Back Creek. This waterbody is also referred to, locally, as
Muddy Creek. This creek flows through the north part of Hatteras village and connects to the
Pamlico Sound both through Hatteras Harbor and Sandy Bay, which is located on the east side
of Hatteras village. According to the North Carolina General Warranty Deed provided with
this permit application, this parcel is presently owned by the Paley-Midgett General
Partnership, and was recorded by the Dare County Register of Deeds on June 3, 1988.
According to the application, this site is approximately 4.8-ft above the normal high water
level (NHWL). Approximately one-half of the applicant's property is vegetated in coastal and
freshwater wetland plant species. The existing upland site was probably created from dredge
spoil previously excavated from the basin area. The site currently includes a multi-floor wood
frame house, the 6-slip basin, as well as a temporary dredge spoil structure that remains from
more recent maintenance dredging. This lot has approximately 180-1f of shoreline that is
situated entirely along the basin. This basin includes 170-ft of boardwalk and bulkhead, with 3
piers that extend from the boardwalk into the basin area. These piers extend partially in front
of the western side of the `Dempsey' shoreline portion of the basin. They range between 20
and 50-ft in length, and each pier is 6-ft wide. The existing 20-ft long pier may possibly
extend into or across the adjacent riparian access to the east. The shoreline of the basin is
shared by an adjacent riparian property to the east, owned by Larry H. Dempsey, Jr. The
adjacent riparian property to the west is owned by Dale Burrus. The shorelines of these
adjacent properties are not developed, and are not stabilized with any hardened structures or
bulkheads. These shorelines are vegetated with coastal wetland marsh.
Most of the shoreline on the Paley-Midgett General Partnership tract has been filled, and is
stabilized with a wooden bulkhead, as referenced above. At the request of the applicant's agent,
the Division of Coastal Management conducted a delineation of Coastal Wetland AEC jurisdiction
on August 13, 2002. A 10-ft to 30-ft wide coastal wetland marsh fringe extends from the east side
of the basin shoreline and upland area, and extends south and west, around the developed part of
the tract, to Pricilla Curve Road. This marsh area is vegetated in Spartina alterniflora, Juncus
roemerianus, Distichlis spicata, Spartina patens, Scirpus spp., Borrichia frutescens, Iva frutescens,
Myrica cerifera, and Baccharis halimifolia. The application does not address the occurrence of
any erosion along the basin area shoreline, but does reference that areas beside the existing 20-ft
long pier of the eastern-most portion of the basin, have shoaled in, and this area is no longer used
as a boat slip area.
Paley-Midgett Partnership, LLC, Pricilla Curve Road, Hatteras Village, Dare County
FIELD INVESTIGATION REPORT
Page 3
Back Creek appears to have been channelized, and serves as a protected channel connection
between the Hatteras Village harbor basin and the northern entrance to the Pamlico Sound. This
creek is buffered from the Pamlico Sound by a several hundred-foot wide coastal wetland island
with the Rollinson Channel to the west, Durant's Point to the north, and Sandy Bay to the east.
The creek at the Paley-Midgett basin (including the basin width) is over 250-ft wide, and has
water depths that range between 2.5-ft and 5.5-ft below the water surface (NHWL). The
application platwork indicates that the water depths, 65-ft offshore are about 5-ft. The harbor
bottom consists predominately of sand, muck and debris, and during the application site visit,
there were no visible areas of submerged aquatic vegetation. During this visit, no shellfish were
observed along the water bottom. Juvenile finfish and some crustaceans were observed within the
waters and wetlands along the shoreline. The waters of this creek 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.
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, an Estuarine Shoreline AEC extends in a contour of 75-ft landward of the NWL/NHWL.
Coastal wetland vegetated areas, like the one described above, have also been designated as
Coastal Wetland AEC by the CRC.
Previous permits for work on this property include the issuance of CAMA Minor permit (permit #
2002-161) for site development within the Estuarine Shoreline of the Pamlico Sound, and CAMA
General Permit # 32428-A for maintenance dredging excavation of the existing basin and slip
areas. This basin maintenance was conducted and completed in November 2002, and this general
permit will expire on January 14, 2003. The Minor Permit was issued for site work, including
the replacement of an existing single-family dwelling. This permit will expire on December 31,
2005.
Project Description
This proposal involves the re-configuration of 6-existing boat slips, and the creation of 4-
additional slips. This will be accomplished by extending one of the existing piers, and
constructing 60-ft of additional pier with 40-ft of `L'-head dockage to create the 4-additional
boat slips.
The 20-ft long pier will be extended an additional 30-ft. The extension will be within the same
alignment as the existing pier. The footprint of the two remaining piers will remain un-changed.
Paley-A idgett Partnership, LLC, Pricilla Curve Road, Hatteras Village, Dare County
FIELD INVESTIGATION REPORT
Page 4
A fourth pier will be built at the east side of the boardwalk, and will be 60-ft in length with a
right-angle `L' toward the east. This `L' section will be 40-ft in length. All portions of this new
pier will be 6-ft in width, and extend a total distance of 72-ft into the basin. Work will also
include the repair or replacement of the existing boardwalk within the existing structure footprint.
Anticipated Impacts
This project does not propose any development for non-water dependent uses. This project does
not propose any structures that will result in the filling or shading any coastal wetlands. The
principle anticipated impacts from this project are associated with shading of an additional 780-sf
of Public Trust Area waters (and Estuarine Waters), the potential restriction of some neighboring
riparian access, and the possible Public Trust encroachment beyond the one-fourth water body
width.
The existing 20-ft pier appears to extend into the adjacent riparian setback to the west side of the
basin. Previously, a slip existed on both sides of this pier. In more recent times, the slip on the
west side of this pier has been abandoned due to shallow water depths, and shoaling on this side.
The extension of this pier will encroach into the `Dempsey' riparian area. According to the
application package, certified mail/guaranteed receipt notification was received by a `Larry
Dempsey'. He has responded with a statement of `no objection' to the project. Although, this
area in question may not have sufficient water depths to provide or sustain any riparian use, the
extension of this 20-ft pier an additional 30-ft will create some additional interference with the
adjacent neighbor's riparian access.
According to the submitted application platwork, the portion of Back Creek affected by this
proposal is approximately 265-ft in width. The proposed additional pier will extend 72-ft
waterward of the NHWL. This proposed pier will result in a structure extending 6-ft beyond the
one-fourth water body width creek. There are no current adjacent, or opposite bank riparian uses.
These shoreline areas are vegetated with what can be described as significant coastal wetland
marsh fringes, and therefore, have a diminished potential to have public trust development along
these shoreline areas that would extend waterward of the NHWL. None-the-less, the proposed pier
alignment will result in a structure beyond the one-fourth water body width distance, and would be
inconsistent with this guideline in our use standards.
An inspection of mapping data on cultural resources revealed that archaeological or cultural
resource findings in the vicinity of this project have been recorded on the available maps. It is
important to note that Hatteras Island has a rich heritage in cultural resources, and these maps
have not been updated in at least 10 years.
Submitted by: Dennis W. Hawthorn
Date: January 10, 2003
Quib
le
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES . PLANNING
SINCE 1959
November 15, 2002
Mr. Dennis Hawthorn
NC Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909
Re: Major CAMA Permit Application - Hendrick Parcel - Hatteras, NC
Dear Mr. Hawthorn:
P.O, Drawer 870
Kitty Hawk, NC 27949
Phone, 252-2613300
Fax [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdivieso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
David S. Neff
NOV 18 2002
MANAGEMENT
ZABE-H CITY
The purpose of this correspondence is for Quible and Associates, P.C. to submit to the NC Division of
Coastal Management (DCM) a copy of a Major Coastal Area Management Act (LAMA) Permit
Application. The subject property is approximately 41,482 square feet in area and owned by the Paley
Midgett partnership. The property is located at the end of Pricilla Curve Road adjacent to Back Creek in
Hatteras, Dare County, North Carolina.
The subject property currently has a bulkheaded shoreline and 170 linear feet of dock that run adjacent to
this buklkhead. In addition there are 6 boat slips and, three separate piers that extend out perpendicular
from the shoreline. A CAMA General Pemiit (#32428A) was recently issued for maintenance dredging
within the vicinity of the boat slips. The permitted dredge area will provide adequate water depth for the
proposed slip configuration, therefore no additional dredging is being proposed.
The project proposes to reconfigure the existing boat slips and provide 4 additional slips which will bring
the total to 10. The boat lift and slip located on the western end of the dock is to be removed because of
continued shoaling in this portion of the basin, therefore this slip will be used in another location. A 6'
wide x 30' long pier extension will also be added to the existing 6' wide x 20' long pier that currently
exists on the western end of the dock. The remaining slips will be unchanged and an additional 6' wide x
60' long pier with a tee head 6' wide x 40' long is to be constructed on the eastern end of the existing
dock. This proposed pier addition will provide dock space for the 4 additional boat slips. The enclosed
site plan and details accurately depict the proposed construction as well as the location of the existing
dock and boat slips being proposed.
The following items have been attached and shall be considered part of this submittal package:
1. Major CAMA Permit Applications, DCM-MP Forms 1& 4
2. 8 %z" x 11" reduction of Site Plan
3. 3copies full size (24" x 36") Site Plan
4. Fee Check for $400.00 made payable to NCDENR
5. Copies of the letters to the adjacent property owners
6. A copy of the deed for the subject property.
The submittal package has been sent with 3 copies of the application plat. The remaining 26 copies will
be sent after an initial review has been completed. The return receipts will sent to your office when they
have been received.
Thank you for your attention to this information. If following review you have questions or need
additional information prior to our.-meeting please contact me at 252-261-3300.
Sincerely,
Quible and Associates, P.C.
'? %?
Douglas A. Dorman

cc: Paley Midgett Partnership
APPLICATION
(To be completed by all applicants)
c. Street address or secondary road number
1. APPLICANT Pricilla Curve drive, adjacent to Kohler
a. Landowner:
d. Is proposed work within city limits or planning
jurisdiction?
X Yes No
Name Paley Midgett Partnership
Address PO Box 250
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Back Creek, Pamlico Sound
City Hatteras State VA
Zip 27943 Day Phone [phone]
Fax
b. Authorized Agent:
Name Ouible & Associates
Address PO Drawer 870
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Paley Midgett CAMA Major
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
Hatteras Village
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 a 6'x 60' dock with a 6'x 40' tee head that will
provide 4 additional boat slips. A 6'x 30' dock extension to
an existing pier at the western end of the existing dock.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
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 proposed dock and boat slips will for the use
of the two single family dwelings located on the property.
IVED
M0 1 81 2002
GE ENT
.w._?_... _. r'. ` y
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 41,482 SF ( 0.95AC.)
b. Size of individual lot(s) N/A
c. Approximate elevation of tract abov 1VIHWrNWL
4.8'
d. Soil type(s) and texture(s) of tract
Corolla-Duckston Complex,Duckston fine sand
e. Vegetation on tract Juniverus virginiana. Nfvrica
cerifera Ouercus virginiana, Juncus roemeranus,
Toxicondendron radicans. Baccharis hamifolia,
f. Man-made features now on tract Single family
residence shed 170 linear feet of dock, 2 - 50'x 6piers,
1- 20'x 6' dock and two boat lifts.
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?
RS2
1.
j.
k.
1.
Is the proposed proj ect consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
Is the project located in aNational Registered Historic
District or does it involve a National Register listed or
eligible property?
Yes X No
Are there wetlands on the site? X Yes _No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
By NCDCM on 8/13/02
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities. `
On site wastewater. Conventional wastewater 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
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'/2" by 11" 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 apart 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
CITY
Revised 03/95
Form DCM-MP-1
• 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 Larry H. DeWsey
Address 521 Winstead Ave Rocky Mount, NC 27804
Phone
Name Dale Burros
Address PO Box 27 Hatteras, NC 27943
Phone
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.
General Permit # 32428A, issued_ 1.0/16/02
CAMA Minor Permit #2002-161, issued 11/8/02
• 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.
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 15th day of November, 2002.
Print Name Doug Dorman, Ouible & Associates, P.C.
Signature Ar-00 -
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
proj ect.
_ DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided -at 0f&`b06iq ach form.

Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 2
(3) Length 30', 60'
(4) Width 6'
(5) Finger Piers X Yes No
(i) Number 1
(ii) Length 12'
(iii) Width T max
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 40'
(iii) Width 6'
(7) Number of slips proposed 4
(8) Proximity of structure to adjacent riparian
property lines 10'
(9) Width of water body 260'
(10) Water depth at waterward end of pier at MLW
or NWL 4.5'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
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
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community X Private
(2) Number 9
(3) Length 20'
(4) Width 10"
g. Other (Give complete description)
Palev Midgett Partnershi
Applicant or Project Name
Signature":. Authorize Agent for Paley Midgett
November 15. 2002 Date

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Nov 1 C9 ?[,f,)
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Revised 03/95
12/16/02 JiON 11:05 FAX [phone] PALEY-MIDGETT
P.O. Sox 606
Hatteras, North Carolina $7945
yp?? Q T Phone: 2b$-986-9930
.LL ii AA?R ^+; +?sJf? a•?? Fax: [phone]
F-mall [e-mail]
December 16,0-002
Division of Coastal Management (NCDENR) VIA FAX: Q55rQ69^s7Qs
Attn: District Manager
1367 U.S. 17 South
Elizabeth City, NC 97909
Dear Sir/Madam:
Please be advised that The Paley-Midgett Company, LLC, has authorized Quible &
Associates to act as its agent with regard to permit applications and related matters.
Thank yom
Very truly yours,
Th aIWMidgektS?mP?Y? LLC
Noah Paley
0001
Cc Douglas A. Dorman - Quible & Associates
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WQ Supervisor: Roger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Paley Midgett County Dare
Project Number 03 0038 County2
Recvd From DCM Region Washington
Received Date 1115103 Recvd By Region
Project Type reconfiguration of boat slips
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req., Req.
CAM.A Waters ©1' OO ?v ? 3?-22 SA ? 3(1,155. Q(h F_- F-F__
Mitigation Wetland
MitigationType Type Acres Feet
l
Is Wetland Rating Sheet'Attached? 0 Y O N Did you request more info? 0 Y O N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1