20061803 Ver 1_CAMA Application_20061116

~~~
~~~
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
November 14, 2006
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT
Applicant:
Doug Huggett
Major Permits Processing Coordinator
2Df369 80~
NOV 1 6 Y006
AENf2 - WNTE~ Qu~Lt1Y
~.~- 'tat ~,.H
CAMA/DREDGE & FILL Permit Application Review
Michael Murray
Project Location: 152 Egret Lane, Harbinger, Currituck County
Proposed Project: Construct bulkhead and fill isolated freshwater wetland
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/05/06, to 440 Commerce Avenue, Morehead City, NC .2$557. If you have any
questions regarding the proposed project, please contact Lynn Mathis at [phone]. When
appropriate, in-depth cgm><nents 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 ag~~icy objects to the project for reasons described in the attached
1
SIGNED ~~~"~
DATE
~ r
1367 U.S.17 South, Elizabeth City, North Carolina 27905
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight

Michael Murray
November 10, 2006
Page 2
The project site is located on, and adjacent to, a 1.19-acre tract located at 152 Egret Lane and
adjacent to the Currituck Sound, in Harbinger, Currituck County. There is a remnant man-made
canal located in the center of the property that has silted in over the years forming a vegetated plug
between the Sound and the canal, isolating an area that has transition into a 3,444sf pocket of
freshwater wetlands. Vegetation within the wetland area includes, but is not limited to, common reed
(Phragmites australis), sawgrass (Cladium jamaicense), salt meadow hay (Spartina patens), seaside
goldenrod (Solidago sempervirens), and pennywort (Hydrocotyle spp.). High ground vegetation
includes loblolly pine (Pinus taeda), live oak (Quercus virginiana), sweetgum (Liquidambar
styracijlua), and a variety of domestic grasses and weeds.
The applicant has approximately 196' feet of shoreline that forms a small basin. The basin along the
north and south side has a distinct erosion escarpment, while the center of the shoreline within the
old canal alignment has a sandy beach that transition into a stand of common reed. Submerged
aquatic vegetation has been documented within the small basin and is shown on the enclosed site
plan. Water depths along the applicant's property are shallow, averaging approximately 2' at a
distance of 100' offshore.
Approximately 45' of the applicant's northern shoreline has riprap extending from the return wall of
the bulkhead located on the adjacent property. A few feet of riprap has also been placed at the
southern corner of the applicant's property extending from a neighboring bulkhead.
The property has a flat profile with an elevation approximately 2' above normal water level, and is
located in two flood zones. Measuring from Egret Lane it appears that approximately 300' feet of the
property is located in an AE Flood Zone, and the remaining 263' is located in a VE Zone. Based on
this information the Currituck County Flood Regulations must be applied when developing the
property.
Egret Lane is located in a rural residential setting. The applicant's property is vacant, with the
exception of a small storage building, while the property to the north is developed with a variety of
out buildings, _ a boatlift and a bulkhead. The property to the south is vacant with the exception of a
bulkhead and boatlift. A CAMA Major Permit was issued to the adjacent property owners, Robert
Ladd to dredge the canal located on his property. Properties located to the west of the property in
question are vacant woodlands.
The Currituck Sound is classified as joint waters by agreement between the Marine Fisheries
Commission and Wildlife Resources Commission. The Division of Environmental Management's
water quality classification for the Albemarle Sound is SC (fish propagation). Review indicates that
there are no identified archeological sites on the applicant's property; however, the shoreline along
the Currituck Mainland has numerous documented archeological sites.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Michael Murray ~:P~ NiJMRF,R: D100420A
2. LOCATION OF PROJECT SITE:
Photo Index - 2005: 189-7088 H 9 & I 9 2000: 189-2295 J 8 &K 8 1995: 189-1983 I 13
1989:1 38-5 LS & M S 1984: 127-709 I 6& J 6
State Plane Coordinates - X: 2 944 178 Y: 87 970
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -October 4, 2006
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -October 18, 2006
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP -Conservation
(B) AEC(s) Involved: ES, EW and PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -None
Planned -None
(F) Type of Structures: Existing -Shed
Planned -Bulkhead
(G) Estimated Annual Rate of Erosion: 2ft per yr
Source -Applicant
7. HABITAT DESCRIPTION: [AREA]
T1D~T!'!L'Tl rrr r r.r~
(A) Vegetated Wetlands: 3,444sf
404 Wetlands
(B) Non-Vegetated Wetlands: 4,671sf
Shallow Bottom/EW/PTW
(C) Other: High Ground 3,301 sf
(D) Total Area Disturbed: 11,416sf (.26 ac.)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant, Michael Murray, proposes to construct a 252.Sft long bulkhead
an average of 18.5 ft waterward of NWL, and fi113,444sf of isolated freshwater wetland.

Michael Murray
November 10, 2006
Page 3
The applicant would like to construct a 252.5 linear foot bulkhead along his shoreline and fill a 3,444sf area
of freshwater wetlands within a remnant canal. The bulkhead would be constructed an average or 18.5', and a
maximum of 34.5', waterward of normal water level. According to the application, there has been an average
of 2' of shoreline loss within the last year. It is estimated that 150sf of known submerged aquatic vegetation
(Widgeon Grass) habitat would be filled if the bulkhead is constructed within the requested alignment. The
proposed bulkhead would be constructed to tie into the return walls of the existing bulkheads to the north and
south.
Total estimated fill areas are as follows:
High Ground Fill: 3,301sf
Wetland Fill: 3,444sf
Fctnarine ~ PLhlic Trust Water Fill' 4,Fi71 sf
Total Impacts: 11, 416sf
1) If approved approximately 3,301 sf of high ground will be filled in association with the proposed
bulkhead and wetland fill. It is anticipated that approximately 395cy of fill will be placed on high ground.
2) If approved a 3,444sf of pocket of freshwater wetlands will be fill, and will include the placement of
approximately 510 CY of fill dirt.
3) If approved approximately 4, 671sf of Estuarine and Public Trust Water will be filled due to the
waterward extension of the proposed bulkhead.
4) The bulkhead location, if approved, will result the filling of approximately 150sf of documented
submerged aquatic vegetation habitat.
Submitted By: Lynn W. Mathis

~:~
;_~,
LAMA MAJOR NARRATIVE - NIICHAEL R. HURRAY ~~;;' ACT 1 6 2006
Site Location: 152 Egret Ln. Harbinger, NC 27941
Contact information: Michael Murray ~~Ci~STtiL f~gtVAG~AZ~NT
1545 Catalpa St. ~'L~ZASETH GlTY ~ <~
Norfolk, VA 23508
757-462-7400 X122
The applicant owns the residential lot adjacent to the Currituck Sound. The property
formerly had a canal which extended into the property which has been plugged naturally
by sand from successive storm events. The applicant no longer desires to have or
maintain the canal at -its original length. The portion of the canal separated by the sand-
plug has reverted to an approximately 3-foot deep, 404 wetland, created through the
deposition of silt and organic matter in the landward end of the former canal. The
applicant proposes to fill the 3-foot deep 404 wetland area, and place another foot of fill
on top (making a total of 4 foot depth of fill) to bring the area up to an acceptable
elevation, and make it even with the rest of the property.
The shoreline of the subject property is consistently subjected to wind-driven wave action
and subsequent erosion. By connecting the proposed structure to the existing bulkheads
on each adjoining property, there will be one continuous line of protection for the
applicants' property. The purpose of the proposed bulkhead is to enhance the property
and reduce the high rate of property damage caused by erosion.
The applicant proposes to construct a 252.5 LF wood bulkhead connected to existing
shoreline stabilization structures (bulkheads) on either side. In addition, 404 wetland fill
will be placed in the area of the remnant canal discussed above. Some upland fill will
also be needed to complete the project and make the site stable and usable. The impact
areas include the 404 wetland area, the shoreline, some sound bottom behind the
bulkhead, and the adjacent upland areas. Work will be completed using dump trucks for
hauling fill and afront-end loader to distribute the fill and to grade the filled areas. The
applicant and contractor shall confirm that the proposed structures meet or exceed the
COUNTY BUILDING CODE at time of construction.
The approximate Cubic Yards (CY) of backfill will be required as follows:
Bulkhead backfill -below NWL 134.0 CY
Bulkhead backfill -above NWL 260.7 CY
Total 394.7 CY
Bulkhead backfill 394.7 CY
404 wetland fill 510.2 CY
Upland fill 133.7 CY
Total fill 1,038.6 CY
Environmental Professionals, Inc.
Louise I. Hanson
10/12/06

Form DCM-MP-1
a 3 LI ATION
APP ~
X61
~' ~ (To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Michael Murray
Address 1545 Catalpa St.
City Norfolk State VA
Zip 23508 Day Phone [phone] x122
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any)
152 Egret Lane
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Currituck
~ ~ ~~
~cT 1 ~ 2ooe
~„CaASTNL h~AIVAGEMEf~T
ELIZABETH CITY
b. City, town, community or landmark
Harbinger NC
c. Street address or secondary road number
152 Egret Lane
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Currituck County
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 a 252.5 LF wood bulkhead
connecting to existing bulkheads on adiacent properties.
Backfill reguired total =1,038.6 CY. This total
includes the volume of fill needed for 3444 sf of 404
wetland. The 404 wetland area is a remnant canal
naturally_plugged b~sand over many years of storm
events. This area will require fill of approx. three feet
deep another foot fora 4-foot depth, to erade the area,
brin 'n~a it unto the surrounding elevation.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? 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.
PLEASE SEE NARRATIVE FOR DETAIL.
Revised 03/95

Form DCM-MP-1
'' ~'
tr- y
I ATION ~~~ ~ ~ Zoc
PPL C
A
0 ~ ~ ~ ~~ ~ D (To be completed by all applicants) ~Q~~I IZ~B T~F CI1'~~~~
NOV 1 6 200fi
DENR -WATER QUALITY
--~ If yes, by whom? N/A
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1.19 acres as measured in auto-
CAD (at 51667.7 sf or 1.186 ac.) ,and as represented
on the surveyed on plat of 4/17/06.
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
0-9 ft
d. Soil type(s) and texture(s) of tract
Conetoe loam~sand(CnA)•Nimmo loamy sand , (No)
e. Vegetation on tract Pinus taeda, Lic~uidambar
styraciflua Quercus virginiana, Phragrnites australis,
Cladium jamaicense Spartina patens, Hydrocotle sn.
f. Man-made features now on tract 16 X 20 Ft. shed
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
X Conservation (w/in AEC)
Transitional
Developed _ Community
* X Rural Other
* As verified through a telephone interview with the
CurrituckCounty Chief Planner, Mr. David Webb on
6/15/06.
h. How is the tract zoned by local government?
**Agricultural
** As verified through a telephone interview with the
CurrituckCounty Chief Planner, Mr. David Webb on
6/15/06.
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
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
Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other 404 wetlands
If yes, has a delineation been conducted? Yes
Jurisdictional Determination
SAW 2006-32031-127 Dated 4/27/2006
See Attached (Attach documentation, if available)
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, industriaUcommercial effluent, "wash
down" and residential discharges.)
surface water runoff
o. Describe existing drinking water supply source.
Currituck County water stem
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
~ A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Revised 03/95

I r ^J Y,
4~ ..a~~a
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
r
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.
~~CT 1 ~ 2006
J
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.
•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 Vernon B. Hart, Sr.
Address P.O. Box 334
Phone Harbinger, NC 27941
Name Robert A. Ladd III
Address 5228 Birch Lane
Phone Kitty Hawk, NC 27949
• 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 $400 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
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 ~ day of ~, 20~.
Print Name Lo 'se I. Hanson
Signa
andowner or Author' d"Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM -MP-2
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
Length Width Depth Depth
Access
channel
(MLW) c
(NWT ,l
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
N/A -------- ------- ---_--
N/A ------- -------- -------
N/A -------- ------ ------
N/A ------- ------ ------
N/A -------- ------- -------
N/A -----_ __---- ------
404 fill
82 ft 404 fill
42ft
*4ft
depth
0
* three foot depth needed to fi11404 wetland area: 1 foot additional to
bring the area to an acceptable elevation for grading even with the rest
of the site.
~~
~/.~~~ ~ ~ 2~~6
f~uT+4i, ~/i'~
1. EXCAVATION
a. Amount of material to be excavated from below
MHW 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
maintenance? Yes No N/A
If yes, where? N/A
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No N/A
Revised 03/95

Form DCM-MP-2
~C~~ :~ ~ 200E
~~ASTtiL i~l~NACF31~~~ y
~r ~~n~~TH ~!?`~,~
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead N/A Riprap
b. Length
252.5 LF
c. Average distance waterward of MHW or NWL
18.5 ft __ _
d. Maximum distance waterward of MHW or NWL
34.5 ft
e. Shoreline erosion during preceding 12 months
2 feet
(Source of Applicant-
information) observations and
surveys
f. Type of bulkhead or riprap material
wood
g. Amount of fill in cubic yards to be placed below
water level
Bulkhead fill 134 CY
h. Type of fill material sand
I. Source of fill material NCDLQ approved
Borrow pit (exact site to be determined by
contractor)
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water 510.2 CY in 404 wetlands
(2) Dimensions of fill area
404 wetland at relic canal =approx. ,,
82 ft length by 42 foot width. To fill
wetland will require 4 foot depth of fill. 3
feet to fill 404 area, and 1-foot needed to
bring area to site-grade elevation.
82ft X 42ft = 3444 sf
3444 sf X 4 ft depth =13,776 CF
13776 CF / 27 CF per CY = 510.2 CY
(3) Purpose of fill To fill in former canal
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes (404 No
wetland area)
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
Silt fence
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck and front end loader
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Michael Murra
App 'can r Project Name ~!~ -
L G
ignature
Date
Revised 03/95

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MAJOR PERMIT FEE MATRIX
Applicant: ~tG1~~lt'L k~Ll~~IAY
Selection Development Type Fee DCM % DWQ
{14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or gommercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
6, C, or D below a lies:
III(A). For Private non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
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:
Ill(D). If General Water
Quality Certification No. $400 60% ($240) ~ 40% ($160)
3301 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% (190)
excavation of more than
one acre of wetlands and/or
o en water areas:

1, WILLIAM S. JONES, JR., P.L.S., CERTIFY THAT.UNDER MY DIRECTION AND ~~~IT~I~t~,A1~A(~3~49A,~iTiAiLvA~F~A~E~NT
ELIZABETH CITY ELIZABETH CITY
AN ACTUAL FIELD LAND SURVEY MADE BY ME FROM lNFORMATfON AS REFERENCED HEREON, AND THAT THE RATIO OF
r
PRECISION IS 1:10,000+. WITNESS MY HAND AND-SEAL THIS _ .__2~l DAY OF,__,_._ :J~I~,G 20¢ ~ .
-->------ ~saaaaana
C UR RI TUCK j' ~- Y / ~ lRG1~' I'rvE ~ 311 err
SOUND ~ - W o ~ oEN ~,~ ,~~ ,~~,; ~&:~~A~ ,,~
/ ~ 3~'r _.: \ + fA S JON ~ JR.:, P.L.S': 'Lz 2 {' n.'-
. ~~
EXIST.-%~ ~s ..,` 1; ~ s~~.S. J~ ``~~~
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s:~
z `~ r . NOW OR FORMERLY c ..;'"' ' '
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cp , ~..-_-.:~ .5 N N _ ,
~ ~ ~- _~_ -.ROBERT A. LAOD , ~I ~~,,,, f
K
`° ,~ ~ ,~ `r, ~ D.B. 598 PG. 3 _~ .,..~
L , _ __ _-- a ` ~.~ /~ a E L ~ ~ ..~ .; SITE
3/ ¢44 =. F. (~ \~'~: \ ~.. f 8 ~ ~ ter, v~ , ,
fir. 1z \~1 ~~..-- 9 . °' ':.,,, . ~ z .. ,
A PARCEL \ ti, "h~, .
\ OF LAND `. ~ „
\ LI4 A~. VICINITY MAP
~- x l ._, r N. -T. S .
~, X404 -TABLE
F--- ~RM ZQNE ~s r£ \ ~., SET 1- $ S26°-55~~ 16.45'
~', [~ "'---_ .____=L 9, ~~ IRON l°/N 2-3 S01°-52'E 14.38
liM ZONE A6 (EL 9J __ .- .,\._ .. -- \ ~~ 4-5 ._S~B9..99~W~ 22.87' ~. -
6-7 N83°-II~W 16.P6~
~ 7-8 N72°-46~W f3. 5A'
~ ~~~ _ 8-9 N39°-33•W 9.62
NOW OR FORMERLY ~ _ s-lo N00°-23~W 13.91'
J•'~ ~'~ \ 10-It N05°- 15•E 15.69'
VERNON B. 8 11-12 N86°-23~E 12.38
Ek1ST, _ 1.2-13 N81°-59E 14.06'
NELEN ~sH. NART coNC. !'-101.1,-1 ~ fR ~%~~ 13-14 N76°-o2'E ` 24.2e'
D.B. 382 , PG. 728 ~' PIN !4-i .575°-STYE 23.36
\ ~ \
IRON /'IFS \ ~
404 CERTIFICATE ~
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY \ --' SET
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION \ \ ~ /F;t'r•J P/N
404 OF THE CLEAN WATER ACT UNDER THE PRESENT LAW
AND REGULATIONS AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE lAW "OR ~
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF p•"1~`-' _ \ ,~
SECTION 404 JURISDIC710N MAY BE RELIED-UPON FORA ~ V~',
PERIOD N07 TO EXCEED FIVE (5) YEARS FROM THIS DATE. ~~ p \~ G
THIS DETERMINATION WAS MADE UTIL171NG THE 1987 CORPS ~~ .y O ~~
OF EN 1 ERS LANDS bELINEATION MANUAL. lr \ ~k.
/ 1~/ '~'-- s' 'Q r r~.ON /SIN
(NA E O PS OF ENGINEERS REPRESENTATIVE) ~ ,
t~\
\k ,~ \
9 _ S ///, ~ ~
- I~~ - 1_
EXIST, __ '-~. ;,_ tal PE
(DATE) J~-^~~~ ~~~ -
v E. so~R~w
SURVEY .FOR
M! CHAEL R: MURRAY
N~,~j=-~-: POPLAR BRANCH TOWNSHIP
f) SURL'~"YQ/Z /vTRKESNO CURRITUCK COUNTY NORTH CAROLINA
~F. RT1F/CrTT/oN AS TO 1
,eui~.o/nX~ s~-~~~c~r SURVEYED 5- 23-05 Rcvl~~.L.: z-s-:~
LrX~/e_,. T!-r~..y~/~~r BL". F~cE'V/SA`G' /Z-Z3-r~
z) rzECOr:.^.~~,'- Re'F~rer-rrct WILLIAM S. JONES, JR., R.L.S., P.A.
L . 8 . / 74- , ~'~ . 76' 7 303 WEST ARCHDALE STREET
O 30' 60` 12O KILL DEVIL HILLS,. N. C. 27948
o R A F F-1 l c SCALE ` 1"= 6 0' P (252) 44.1-3673 F [phone]
DATE = S - Z3 - O~ SCALE'• / = GO DWN 9Y: G.V. ~ . FILE, N0. OS /G~,

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