20050949 Ver 3_Public Notice_20150209

Burdette, Jennifer a
From: Thames, Joyce A SAW <Joyce.A.Thames @usace.army.mil>
Sent: Monday, February 09, 2015 2:58 PM
To: Shaeffer, David L SAW; Thames, Joyce A SAW
Cc: Collins, Jocelyn G SAW; Porter, Elizabeth D SAW
Subject: US Army Corps of Engineers Public Notice Wilmington District (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
As you requested, you are hereby notified that Wilmington District, United States Army Corps
of Engineers has issued a Public Notice. The text of this document can be found on the
Public Notices portion of the Regulatory Division Home Page. Each Public Notice is available
in ADOBE ACROBAT (.pdf) format for viewing, printing or download at
http: / /www.saw.usace.army.mil/ Missions /RegulatoryPermitProgram.aspx.
The current notice involves:
Corps Action ID #:SAW- 2007 -04137
Issue Date: 09 February 2015
Applicant: Partners Equity Group
Expiration Date: 10 March 2015
Point of Contact: David Shaeffer
Project Description:
The Raleigh Regulatory Field Office, Corps of Engineers (Corps) has received an application
from Partners Equity Group, seeking Department of the Army authorization to modify an
individual Department of the Army permit issued under the above referenced file number on May
13, 2009. This permit expired on December 31, 2014. The revised project would involve the
discharge of filled material in 1.68 acres of wetlands to facilitate the construction of
three restaurants in Smithfield, in Johnson County, North Carolina. The applicant has also
request that the permit be extended for 5 years.
Subscribe /Unsubscribe:
This email was sent out as a result of subscribing to the Wilmington District regulatory
program public notices. Please email Cindy.M.Corbett(@usace.army.mil with the subject or
message "unsubscribe" to remove your address from future mailings.
Classification: UNCLASSIFIED
Caveats: NONE
1

Issue Date: February 09, 2015
Comment Deadline: March 10, 2015
Corps Action ID Number: SAW - 2007 -04137
The Wilmington District, Corps of Engineers (Corps) has received a request from
Partners Equity Group to modify an individual Department of the Army permit issued
under the above referenced file number on May 13, 2009. This permit expired on
December 31, 2014. The revised project would involve the discharge of fill material in
1.68 acres of wetlands to facilitate the construction of three restaurants in Smithfield, in
Johnston County, North Carolina. The applicant has also requested that the permit be
extended for 5 years.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at
htlp: / /www.saw.usace.army.mil /Missions /Re u� lato Per n�gram.aspx
Applicant: Partners Equity Group
Mr. John Shallcross Jr.
Post Office Box 1524
Smithfield, NC 27577
Agent: Law Offices of F. Bryan Brice, Jr.
Mr. Bryan Brice
5 W. Hargett Street, Suite 200
Raleigh, NC 27601
Authority
The Corps evaluates this application and decides whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of Section 404 of the Clean
Water Act (33 U.S.C. 1344)
Location
The project site is located north of Industrial Park Drive and east of South Equity Drive,
north of the intersection of US Hwy 70 Business and I -95, in Smithfield, in Johnston
County, North Carolina. The site's geographical coordinates are 35.5066° N, 78.3215°
W. The site is located within a 50.9 acre watershed that drains to Polecat Branch, which
is a tributary to a navigable reach of the Neuse River Basin (HUC 03020201) and the
Atlantic Ocean.
6 • <-1D ECj� EEE
00& C

Existing Site Conditions
The 45.3 acre commercial park is comprised of 19 commercial lots and associated
transportation /utility infrastructure, configured and developed as originally proposed in
the early 1990s. The commercial development originally contained approximately 3.95
acres of pine flat wetlands.
General land use in the immediate vicinity is commercial /retail, resulting in
approximately 60% of the area being comprised of impervious surface. The project site is
currently undeveloped and vegetated with grass, briers, sparsely planted tree saplings and
several mature trees along the property boundary. The original wetland type was pine flat
but has been substantially altered due to land clearing and the input of storm water from
surrounding impervious surfaces. The site drains through a series of ditches constructed
throughout the project to Polecat Branch.
Applicant's Stated Purpose
The applicant's stated purpose is to construct two buildings which would serve three
national restaurant venues.
Project Description
The applicant proposes to discharge fill material in 1.68 acres of the remaining 2.13 acres
of wetlands, located on Lots 18 and 19, to facilitate the construction of two buildings
(totaling 8,692 square feet) and associated parking (152 spaces) which would house three
national restaurant chains.
Project History
Partners Equity Group has received multiple Department of the Army permits to impact
the original 3.95 acres of onsite wetlands including a Nationwide Permit 14 issued on
July 15, 1994, for 0.33 acre of fill, an after - the -fact Nationwide Permit 26 issued on
February 13, 1995, for 0.25 acre of fill, and a Nationwide Permit 26 issued on September
9, 1997, for 0.66 acre of fill. All wetland fills have been associated with the construction
of road infrastructure and lot fill for restaurants and have resulted in a total loss of 1.24
acres of wetlands for the subdivision. These restaurants and other businesses within this
commercial subdivision primarily serve visitors to the Smithfield Outlet Center, which
attracts an average of 7 million customers per year.
On May 13, 2009, an individual Department of the Army permit was issued to Partners
Equity Group authorizing the placement of fill material into 1.53 acres of the remaining
2.13 acres of onsite wetlands. The purpose of the fill was to facilitate the construction of
one large commercial building with associated parking. The applicant was required to
provide compensatory mitigation at a 2:1 ratio for the 1.53 acres of wetland impacts
through payment to the North Carolina Ecosystem Enhancement Program (NCEEP). The

wetlands to be impacted were previously preserved through a deed restriction as a
compensatory mitigation requirement of a Nationwide Permit 26 (AID 1997- 08043). The
deed restriction was removed by the property owner in order to develop Lots 18 and 19.
In order to satisfy the compensatory mitigation requirement of AID 1997- 08043, the
applicant was required to provide an additional 1.53 acres of mitigation at a ratio of 1:1
through payment to NCEEP.
On September 25, 2012, the applicant requested modification to the compensatory
mitigation requirement due to financial constraints. A Public Notice was issued on
November 7, 2012, detailing the applicant's proposal to provide the required mitigation
through the preservation of approximately 32 acres of wetlands adjacent to the Rudolph
Buffer/Nutrient Offset Mitigation site located approximately 12 miles east of the project
site. The applicant also requested that the permit condition, requiring the remaining onsite
wetlands to be preserved by restrictive covenant, be removed. This modification was
never approved.
On November 27, 2013, the applicant submitted an additional request to change the
compensatory mitigation requirement. On December 12, 2013, a Public Notice was
issued detailing the applicant's proposal to provide compensatory mitigation through the
preservation of approximately 32 acres of wetlands adjacent to the Rudolph
Buffer/Nutrient Offset Mitigation site located approximately 12 miles east of the project
site. The applicant also requested that the permit condition requiring the remaining onsite
wetlands to be preserved by restrictive covenant be modified to allow the maintenance of
vegetation due to concerns about the integrity of adjacent buildings and line of site for
signage. The applicant never finalized plans for onsite mitigation. On May 2, 2014, the
applicant submitted revised plans showing two separate buildings rather than one larger
building. The applicant was notified during a May 5, 2014, meeting with our office that
the revised project plans would require an additional Public Notice and revised
information on alternative sites and designs necessary for our office to complete the
CWA 404(b)(1) analysis (40 CFR 230) .
On November 28, 2014, the applicant submitted a revised compensatory mitigation
proposal and project plans for two building. The applicant also requested a five year
extension to the time to complete work authorized by the individual permit issued on
May 13, 2009.
Avoidance and Minimization
The applicant originally proposed to fill a112.13 acres of wetlands on Lots 18 and 19.
Following pre - application meetings associated with the original permit application, the
applicant proposed to reduce their impacts to the minimum necessary to develop the
property. They also proposed to preserve the remaining onsite wetlands on the east side
of the property that connects with wetlands on the two adjoining properties.

Compensatory Mitigation
The applicant proposes preservation of 30.925 acres of land adjacent to the Rudolph
Buffer/Nutrient Offset Mitigation Site which is located approximately 12.4 miles from
the project site in Johnston County and within the Upper Neuse River Basin (USGS HUC
03020201).
The proposed preservation site contains a mixture of Headwater Wetlands and
Bottomland Hardwood Forest riparian wetlands. Water from the site drains through
existing channelized ditches flowing to Moccosin Creek, a tributary of the Neuse River.
This proposed preservation area is within a 48.3 acre property that contains stream
features and some wetland area that may be proposed to be further enhanced /restored and
connected to these wetlands. The areas that may be proposed for future mitigation are not
within the applicant's proposed preservation area.
The current permit also requires the applicant to preserve the remaining 0.447 acres of
onsite wetlands through a restrictive covenant. The applicant is requesting to modify this
condition, due to concerns about trees, the integrity of the buildings and adjacent
properties, and line of site for signage. The applicant is proposing to plant this area with
appropriate lower growing species and to maintain vegetation to a maximum height of 8
feet.
Essential Fish Habitat
Pursuant to the Magnuson- Stevens Fishery Conservation and Management Act, this
Public Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The
Corps' initial determination is that the proposed project would not effect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version
of the National Register of Historic Places and initially determines that historic
properties, nor properties eligible for inclusion in the National Register, are present
within the Corps' permit area. Should historic properties, or properties eligible for
inclusion in the National Register, be present within the Corps' permit area; the proposed
activity requiring the DA permit (the undertaking) is a type of activity that will have no
potential to cause an effect to historic properties.

The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and /or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking's potential direct and indirect effects on
historic properties within the Corps- indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information the Corps
determines that the proposed project would not affect federally listed endangered or
threatened species or their formally designated critical habitat.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate
State agencies for review.
North Carolina Division of Water Resources ( NCDWR): The Corps will generally not
make a final permit decision until the NCDWR issues, denies, or waives the state
Certification as required by Section 401 of the Clean Water Act (PL 92 -500). The receipt
of the application and this public notice, combined with the appropriate application fee, at
the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a
401 Certification. A waiver will be deemed to occur if the NCDWR fails to act on this
request for certification within sixty days of receipt of a complete application. Additional
information regarding the 401 Certification may be reviewed at the NCDWR Central
Office, 401 and Buffer Permitting Unit, 512 North Salisbury Street, Raleigh, North
Carolina 27604 -2260. All persons desiring to make comments regarding the application
for a 401 Certification should do so, in writing, by March 02, 2015 to:
NCDWR Central Office
Attention: Ms. Karen Higgins, 401 and Buffer Permitting Unit
(LISPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699 -1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
Based upon all available information, the Corps determines that this application for a
Department of Army (DA) permit does not involve an activity which would affect the
coastal zone, which is defined by the Coastal Zone Management (CZM) Act (16 U.S.C.
§ 1453).

Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof, among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and /or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to
the proposed work, as outlined above, until 5pm, March 10, 2015. Comments should be
submitted to David L. Shaeffer, Raleigh Regulatory Field Office,
3331 Heritage Trade Drive, Suite 105 , Wake Forest, North Carolina 27587, at (919) 554-
4884 Ext. 31.

GENERAL NOTES:
1) The wetland flags located hereon,were post processed to sub —meter accuracy NAD 83,
using a Trimble GetoXT, The wetland flags are tied to Raleigh DOT CORS
2) All distances are horizontal ground.
3) All wetland areas computed using coordinate method from measured field data and boundary provided.
4) The Boundary Survey, all easements and other matters of record other than 1
than wetland flag location, shown hereon was reference Johnston County PB 50 page 420 1
5) Wetlands delineation performed by Scott J. Frederick, El. NCLSS, on 10- 03 -06, of
the Soil, Water & Enviromental Group (SWE), Raleigh, NC.
6) The Wetlands Delineation Exhibit shown hereon is NOT FOR RECORDATION except for JD purposes.
7) Wetland flag locations are to be considered preliminary until CORPS JD sign off.
1
I, Brian E. Justice, certify that this project was completed
under my direct responsible charge from an actual ground
survey made under my supervision; that the original data
wetland data was obtained on 10 -3 -07;
and that all coordinates are based on NC Grid. 1
NAD 83 (2007) post processed using COBS Raleigh DOT, NC.
Brian E. Justice, NCPLS L -4638 l
Date
This certifies that this copy of this plat identifies as wetlands
all areas of wetlands regulated pursuant to Section 404 of the I
Clean Water Act as determined by the undersigned on this date. i
Unless there is a change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied
upon for a period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers
Wetland Determination Manual.
Regulatory Official
USACE Action ID
4
This document originally issued and sealed by Brian E. Justice,
NCPLS L -4638, on . This electronic media shall not be
considered a certified document.
Soil Water & Environment Group
Research Building I, Centennial Campus
1001 Capability Drive, Suite 312 Raleigh,
NC 27604 --
Ph. (919) 831 -1234 Cell (919) R�W
368 -2029 Fax [phone]
JUSTICE LAND SURVEYING & ENGINEERING PLLC
i " iii 12
R= 00
L 9.27
4
T =25.00
CH =N47 °34'35 "W
35.36
RALEIGH, NC—D 919 -821 -1951
NOW OR FORMERLY
SOUTH EQUITY DRIVE PLAZA
� r � r � % i ,-% , ■ ilk Y r- r1 r-. s . .-% 0-% -% -k 1 t T 1 !l w 1
IIVUv
(RAW VARIES - PUBLIC)
iii
NOW OR FORMERLY
MARKET STREET INVESTMENTS
EP D.B. 9, PG. 485
P. 5 , PG. 420
PIN: 6 4 -20 -0263
Fn
Co
an
N a
Z
C7 0
o. _
a
to
m v
a
1
I
NOW OR FORMERLY
PARTNERS EQUITY GROUP
` D.B. 1295, PG. 911
1 P.B. 50, PG. 420
PIN: 2604 -20 -0065
61 gAX f uboet Fbt f n f ou
10' DRAINAGE & UTILITY EASEMENT
TYPICAL — ALL INTERIOR LOT LINES
(P.B. 50, PG. 420)
0
NOW OR FORMERLY
DUPREE & DAVID
D.B. 1741, PG. 872
P.B. 50, PG. 420
PIN: 2603 -29 -0880
EXFSTlNG WETLANDS
BOUNDARY (TYP.)
m
W. DUPREE
VICINITY MAP
WETLAND DELINAETION SURVEY FOR:
PARTNERS EQUITY GROUP
LOTS 18 &19
OWNER: PARTNERS EQUITY GOUP
REF: PB 50 PG 420
SMITHFIELD TOWNSHIP
JOHNSTON COUNTY COUNTY, NORTH CAROLINA
30 15 0 30 60
SCALE 1 op=30 '
DATE 10 -24 -07
REVISED 10 -31 -07
LOT 18 PIN # 2604 -10 -8014
LOT 19 PIN # 2603 -19 -8739

.•i
1. ALL WETLAND WORK IS TO BE COMPLETED PER DWQ PERMIT #SAW- 2007 - 04137, DWQ #2005 -0949 DATED NOVEMBER 26,
2014.
2. REMOVE ALL TRASH AND DEBRIS FROM EXISTING WETLANDS AND DISPOSE OFFSITE AS PER PROJECT MANUAL.
Ll 2 EXIC 4 7 14 ► III Mi W3 ►
1. THE 50' WETLANDS EASEMENT MAY BE MAINTAINED IN A PRUDENT MANNER WITHOUT MECHANIZED EQUIPMENT TO:
ALLOW SIGHT LINES, PROTECT THE HEALTH AND SAFETY OF EMPLOYEES AND CUSTOMERS, MAINTAIN THE STRUCTURAL
INTEGRITY OF PERMITTED BUILDINGS AND TO CONTROL PESTS AND VERMIN.
SPECIFICALLY, THE OWNER MAY:
• MAINTAIN CLEAR SIGHT LINES FROM THE STREET, PARKING AREAS, AND SIGNS TO THE BUILDING BY
TRIMMING SHRUBS AT A HEIGHT NOT TO EXCEED 4 -5 FEET AND TRIMMING AND LIMBING OF EXISTING AND NEWLY
PLANTED TREES HAVING A HEIGHT GREATER THAN 8 FEET:
• PERFORM HAND REMOVAL OF DEBRIS, INCLUDING REMOVAL OF OVER — GROWTH, DEAD OR DYING VEGETATION,
TREES AND SHRUBS;
• USE HANDHELD TOOLS (SUCH AS wEED— EATERS) FOR MINIMAL TRIMMING ON THE PERIMETER OF THE WETLAND
EASEMENT;
• KEEP THE AREA FREE OF VERMIN, FERAL CATS, BUGS AND PESTS;
• PROTECT THE STRUCTURAL INTEGRITY OF ANY PERMITTED BUILDING.
THE OWNER MAY NOT:
• MOW THE WETLAND AREA;
• INSTALL PLANTINGS WITHIN THE WETLAND AREA WITHOUT APPROVAL BY THE USACOE;
• MAKE OTHER MODIFICATION WITHIN THE WETLANDS AREA WITHOUT EXPRESS APPROVAL BY THE USACOE.
2. THE LANDOWNER OR ITS ASSIGNS WILL CONDUCT AT LEAST ANNUAL INSPECTIONS, PREPARE A REPORT AND WORK
WITH USACOE TO ENSURE THAT THE CONSERVATION PURPOSES ARE SAFEGUARDED.
�*Ai--Ilimwcf . Ilk 1 •.
Fy/ 6
X f uhoe Qrhoyoh Qrho
SEAL
D �
D �
SEAL
18" RCP
INV= 147.53
3C= 151.29'
(E)= 147.65'
(W)= 147.60'
JT(N)= 147.45'
�I l
I(
II
0
C
CJi
O
-o
C Xr C
!1
00 C
r
m
F.oJER.TCE
iry
I
4S
AK EP 6" OAK — — --
,�- 7" OAK _ _ �—_
rl II
I Im I I �\
MCE PROJ. ##
06810 -0001
IIc�II
DJB
DESIGNED
DJB
CHECKED
GML
PROJ. MGR.
GML
I I \LP
/ \
I
J
\J
\I
I I II I
II
\\ \
I I II
\\
II I
\\
I
III�I
I
I
�O
II I
III I
II I
III I
I
I
I
I
I I I
I II I I
I I II
I I III I P
II II I I �
I
I
I
II
I
I
III
I I I
PERIMETER PLANTING AS PER TOWN OF SMITHFIELD UDO
I I \ \
USING USACOE APPROVED PLANTS INCLUDING THE
FOLLOWING: SWAMP TITI, DOG HOBBLE, ILEX SP., MARSH
HIBISCUS, SWAMP IRIS, OR BUTTON BUSH, • FOR VERY WET
\ I
\ AREAS. MARSH MALLOW, HIBISCUS, LIZARD TAIL, OR
II \
\ RUSHES. ALL PLANTS WILL BE NATIVE TO NORTH
II
CAROLINA AND TO THE REGION. PLANTS WILL BE
I I
\ INSTALLED BY PROFESSIONAL CONTRACTORS AND
I I
\MAINTAINED FOR LONG TERM SURVIVABILITY GREATER
THAN 857 SHOULD MORTALITY FALL BELOW 85%
fMILAR PLANTS WILL BE INSTALLED UNTIL SUFFICIENT
I
URVI VAL IS ACHIEVED. IN ADDITION TO SURVIVABILITY,
I'
(COMPETITION FROM PIONEER SPECIES SUCH AS RED
MAPLE, LOBLOLLY PINE, AND SWEET GUM WILL BE
$
CONTROLLED TO ALLOW PLANTED SPECIES TO THRIVE.
III
OTHER COMPETING SPECIES SUCH AS NON — NATIVE REED
(PHRAGMITES SP.) AND CATTAILS IF NECESSARY WILL BE
I I
CONTROLLED BY HAND MECHANIZED EQUIPMENT.
I
OAK ��-
- T —� I —
. II
I
. . . . .
50. D' •WETLAND I
BUFFER • (TYP)
• .I. I
•�•-j • rr• •-
• I , I 10.0' DRAINAGE
EASEMENT
SURVIVAL MONITORING WILL OCCUR ON AN ANNUAL BASIS i \
I AND THROUGHOUT THE YEAR FOR A PERIOD NO LESS l
I I THAN 7 YEARS FROM IMPLEMENTATION. \ ,
II \ \
II II \\ \ \1
FT]I \
VF
I \ \ 1
I \ I I
I /
r\ �
..........
II
I LqL
II�P
e� \ \L�A
A\ \ ,14_-V =147.6 --
_13 V -
P-i nW —___ _- - - - - -- - - - - - -- - -- - -- EP
C I ____ °A
TOP @BC = 151.15'
INV IN(S)= 147.61'
INV IN(W)= 147.73'
INV OUT(E)= 147.46'
v
.je.o.,,N4cM4&0ZEED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F -1222
DESCRIPTIONS
www.mckim creed. corn
OUTLET CENT-ER-DRIVE (S.R. 2398)
OW (VARIABLE WIDTH PUBLIC R /W)
CONCRETE MEDIAN
PYLON SIGN
(TYP)
SMITHFIELD CROSSINGS
LEGEND
WETLAND BUFFER PLANTING PLAN
ROADWAY CENTERLINE
ROW
LOT LINE
DRAINAGE EASEMENT
50' WETLAND EASEMENT
4 '006�h,6'
0
NORTH
30' 0 30' 60'
loom
SCALE: 1"=30' (Horiz.)
DATE: DECEMBER 5, 2014
MCE PROJ. ##
06810 -0001
DRAWN
DJB
DESIGNED
DJB
CHECKED
GML
PROJ. MGR.
GML
SCALE
HORIZONTAL:
1 " =30'
VERTICAL:
NA
M &C FILE NUMBER
C5.X
DRAWING NUMBER
C5.1
STATUS: Preliminary Design REVISION

FPZi31
1, , REVIEW OFFICER OF
2372 JOHNSTON COUNTY, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
1007\ ( /\ I I REVIEW OFFICER
2541
/ Go.
�O �P
VICINITY MAP
(NOT TO SCALE)
\n\
I � �
I I Of
IO
Ill
ICU
IIIN
I;k
I
- - - -R /W
I EMN _ - -R /W
o
I�Io
Ill2
� la
I'
I Iz
Illy
I I�
I I °o
V
SITE
nTrra
FILED FOR REGISTRATION
2012. _ M
PLAT BOOK PAGE
DONNIE G. ALLEN
DB 3686, PG 583
MB 14, PG 101
REGISTER OF DEEDS
JOHNSTON COUNTY
"EIP
- - (CC) S 23'5739 " E
r200.6 1 '
7 / / %,
ACREAGE DATA
LINE
ADJOINING PROPERTY OWNER INFO
LENGTH
FARM PATH
1640.94 (TL) R /W- -� �EIP
(BY COMPUTER)
g`i� �� /6I
S 81'11'57" W
L -4 B (B1
1
-49A
EPK OVER
1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
CONSERVATION EASEMENT AREA 1 = 36.687 ACt
L -4
O = COUNTY OF JOHNSTON
60" CMP
L -5
NO. 4189, CERTIFY THAT THIS SURVEY IS OF ANOTHER
CATEGORY. TO WIT- A CONSERVATION EASEMENT SURVEY.
CONSERVATION EASEMENT AREA 2 = 9.741 ACf
v% p
DB 1935, PG 420
94��.
L -7
S 23'4648" E
CONSERVATION EASEMENT AREA 3 = 1.286 ACf
L -8
B EBX NEUSE 1, LLC.
102.32
v L -47'
VARIOUS LINES VARIOUS LINES (CONTINUED)
CONSERVATION EASEMENT AREA 4 = 0.640 ACf
\ \L 2 ��
���p
DB 3864, PG
100.06
L -11
S 31'15'45" E
CONSERVATION EASEMENT AREA 5 = 13.911 ACf
L -12
PB 75, PG 1775 5
86.25
S 08' 1244 " E
CONSERVATION EASEMENT AREA 6 = 15.088 ACf
L- 14A
S 16'41 '40" E
48.40
L- 14B
L -4189
TOTAL CONSERVATION EASEMENT AREA = 77.353 ACf
L -15
OC =EBX NEUSE 1, LLC.
OB 3943, PG 242
148.52
L -16
S 04'4953" E
EASEMENT AREA'S 1 & 2 = 46.428 ACf
L -17
S 06'31 28" E
4712
L -18
S 632536" W
EASEMENT AREA'S 3, 4, 5 & 6 = 30.925 ACf
L -19
N 05'32'14" W
119.66
L -20
N 05'2322" W
164.21
L -21
N 20'59'14" W
96.69
L -22
STATE OF NORTH CAROLINA JOHNSTON COUNTY
139.75
L -23
N 79'15'33" W
10.00
L -24
CHRISTOPHER K. PADERICK CERTIFY THAT THIS
116.90
L -25
N 00'4459" E
96.84
L -26
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
180.58
L -27
N 11-00 22" W
10728
L -28
SURVEY MADE UNDER MY SUPERVISION; (DEED DESCRIPTION
79.86
L -29
N 21-15'48" W
218.95
L -30
RECORDED IN MAP & DEED BOOKS NOTED), THAT THE
NOTES:
L -31
S 05'35'30" E
144.72
L -32
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
1. NO NC GRID MONUMENTS WERE LOCATED WITHIN
L -33
S 02'3331 " E
139.80
L -34
FROM INFORMATION REFERENCED HEREON; THAT THE RATIO
2000' OF THIS PROPERTY.
L -35
S 33'45'30" E
87.22
L -36
OF PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS PLAT
2. ALL DISTANCES ARE HORIZONTAL GROUND
L -37
S 13'03 25" E
68.79
L -38A
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
MEASUREMENTS IN FEET & DECIMALS THEREOF,
L -38B
S 06'5338" E
74.94
L -39
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
UNLESS OTHERWISE NOTED.
L -40
S 04'0727" W
103.82
L -41
NUMBER AND SEAL THIS 21ST DAY OF NOVEMBER A.D.,
J. NO UTILITIES OR IMPROVEMENTS ARE SHOWN ON
L -42
S 245543" W
63.81
L -43
2012
THIS SURVEY.
L -44
N 11'2954" W
25.39
L -45
N 03'1927" E
"PREL I MI N,4 R Y PLA T "
�'��
N 04'48'21 " W
210.01'
L -47
N 11-44 21 " W
209.27'
B3
N 02'14'04" E
148.25'
NOT FOR
SALES,
CONVEYANCES.,
L -49B
Lo K
L -4189
OR RECORDA TION.
S 76'28'59" W
m --I
m 0
N/F
NAOMI A. ALLEN
S 31-2431 " W
84.86'
=
DB 2764, PG 286
r
DB 3086, PG 192
N Z
MB 14, PG 101
PB 68, PG 29
N
m
°
-
-- --
--
-- -- -- -- S 23'5739" E --
- - -
-1 - - - - '-
S 2334 51 " E (�/
642. 13'
rn°o
m
_ -- --
- - 2 8 L��
7" L -9
°43' 10
S 3
/
_
S 1728 36" E 1 1
/ 07.73'
L -120
\� L -119
72 L 13
1,130.32'
-
L] �\
FARM PATH L- 14A FARM PATH \ \\
N/F C)
NAOMI A. ALLEN ElP L -29 L -28 L p7 Lam` L -133 L -21 2p L ?�j
DB 2764, PG 286
DB 3086, PG 192 (CC) <
26 �3 L`
MB 14, PG 101 �J7 DITCH � 1 4!\ L -131
PB 68, PG 29 3W (B j ?S C �� L -132 _\°
�1�" ��O ryryE /P ElP FARM PATH CONSERVATION S �1 °� 1 ? (t�) ¢ �- L_36 L 3 L -23 L -53 �--
-/10 8/ EASEMENT 00 25 / L_35 L -54 B
L 107 AREA 1 .A p� s os. Spas 129
/ I � EIP� L -38A °¢:3g,. 3po `35,4„
R /W- -
S 23'43'44" E n >>> /,�
LINE
L -98
(Bj
LENGTH
FARM PATH
1640.94 (TL) R /W- -� �EIP
28.80
g`i� �� /6I
S 81'11'57" W
L -4 B (B1
1
-49A
EPK OVER
N 82'38'59" W
�yti r�6/ �i9 11- H
L -4
/
60" CMP
L -5
S 74'55 21 " E
140.23
v% p
°1�G�1 0
94��.
L -7
S 23'4648" E
159.75
L -8
L
102.32
v L -47'
VARIOUS LINES VARIOUS LINES (CONTINUED)
79.16
\ \L 2 ��
���p
S 12'00'36" E
100.06
LINE TABLE
LINE
BEARING
LENGTH
L -1
S 65'02'52" W
28.80
L -2
S 81'11'57" W
57.61
L -3
N 82'38'59" W
172.77
L -4
S 20'14'28" W
29.85
L -5
S 74'55 21 " E
140.23
L -6
S 54'3748" E
130.02
L -7
S 23'4648" E
159.75
L -8
S 08'4247" E
102.32
L -9
S 26'42'19" E
79.16
L -10
S 12'00'36" E
100.06
L -11
S 31'15'45" E
95.34
L -12
S 00'04'59" W
86.25
L -13
S 08' 1244 " E
80.57
L- 14A
S 16'41 '40" E
48.40
L- 14B
S 16'41 '40" E
9.40
L -15
S 28'01 '36" E
148.52
L -16
S 04'4953" E
162.76
L -17
S 06'31 28" E
4712
L -18
S 632536" W
68.06
L -19
N 05'32'14" W
119.66
L -20
N 05'2322" W
164.21
L -21
N 20'59'14" W
96.69
L -22
N 79' 15'33" W
139.75
L -23
N 79'15'33" W
10.00
L -24
N 06'57'51 " W
116.90
L -25
N 00'4459" E
96.84
L -26
N 09'48'43" W
180.58
L -27
N 11-00 22" W
10728
L -28
N 23'50'06" W
79.86
L -29
N 21-15'48" W
218.95
L -30
N 38'3349" W
3742
L -31
S 05'35'30" E
144.72
L -32
S 01'30 24" W
10733
L -33
S 02'3331 " E
139.80
L -34
S 02'21 '16" E
16707
L -35
S 33'45'30" E
87.22
L -36
S 28'29'17" E
110.40
L -37
S 13'03 25" E
68.79
L -38A
S 06'5338" E
80.13
L -38B
S 06'5338" E
74.94
L -39
S 01'49'07" W
172.29
L -40
S 04'0727" W
103.82
L -41
S 08'20'20" W
114.53
L -42
S 245543" W
63.81
L -43
S 78'30'06" W
80.26
L -44
N 11'2954" W
25.39
L -45
N 03'1927" E
53.41
L -46
N 04'48'21 " W
210.01'
L -47
N 11-44 21 " W
209.27'
L -48
N 02'14'04" E
148.25'
L -49A
N 12'11'39" W
38.51
L -49B
N 12'1 1'39" W
40.05
L -50
S 76'28'59" W
191.02'
L -51
S 31-2431 " W
84.86'
LINE TABLE
LINE
BEARING
LENGTH
L -52
N 74'58'59" E
19.27'
L -53
S 19'03'54" E
53.18'
L -54
S 26'06 27" E
129.58'
L -55
S 40'542J" W
90.58'
L -56
S 37'2431 " W
23.47'
L -57
S 20'56'00" E
59.28
L -58
S 13'1829" E
73.16
L -59
S 11'04'40" E
161.26
L -60
S 06'51'53" E
12764
L -61
S 03'55 22" W
126.97
L -62
S 08'02'56" W
135.17
L -63
S 10'10'48" W
272.98
L -64
S 41-J459" W
37.34
L -67
N 86'40'44" W
54.24
L -68
N 86'40'44" W
25.82
L -69
N 11-02 30" W
91.11
L -70
N 21'45'19" W
129.07
L -71
N 11-5747" W
162.04
L -72
N 51'4743" W
86.73
L -73
N 24'21 '02" E
38.19
L -74
N 22'0955" E
98.62
L -75
N 15'16'00" E
9.46
L -76
N 45'16'00" E
100.00
L -77
N 14'44'00" W
145.79
L -78
N 03'2430" W
84.09
L -79
N 06'44'11" W
61.19
L -80
N 87' 17' 19" E
53.89
L -81
S 62'3256" E
107.79
L -82
N 81'41'55" E
21.99
L -83
N 08'18'05" W
5.31
L -84
N 21'04'46" W
55.94
L -85
N 44'4646" W
108.50
L -86
N 4959'02" W
111.65
L -87
N 01-24'10" W
76.26
L -88
N 01-14;34" W
66.27
L -89
N 23'02'13" E
99.68
L -90
N 365747" W
100.55
L -91
N 01-1737" W
44.04
L -92
N 01-1933" W
92.99
L -93
N 01-2841 " W
19.51
L -94
N 82'40 24" E
28.94
L -95
S 80'51'40" E
57.87
L -96
S 64'2344" E
131.03
L -97
S 54'5636" E
55.41
L -98
N 66'40'15" E
20.00
L -99
N 2J'19'45" W
181.50
L -100
N 06'50'43" W
85.23
L -101
N 06'2739" W
8732
L- 102
N 06'5727" W
81.25
L -103
N 01-11 28" W
55.13
L -104
N 01-0937" W
55.53
L -105
N 01-06 33" W
4.40
L -106
N 84'03'00" E
112.76
L -107
N 05'57'00" W
63.27
o f5 L -84
11 1 \L\ 66 (B � 0818 S„ L -83 FARM PATH �\ L -115
60BFRRY Rp�e\ - -�/ -- -- 501.25, L -- -
VARIOUS LINES (CONTINUED) p(/e�� \ �� \ N 23'1420" W L-58
LINE TABLE
LINE
BEARING
LENGTH
L -108
N 84'00'45" E
37.00
L -109
N 10'1852" W
102.54
L -110
S 75'4942" W
138.48
L -111
N 12'48J 1 " E
90.84
L -112
S 70'48'06" W
14.83'
L -113
N 19'46'02" W
37.23'
L -114
N 20'12'02" W
195.56'
L -115
N 19'4949" W
169.00'
L -116
N 15'36 21 " W
162.86'
L -117
N 10'06'12" W
84.72'
L -118
N 745859 " E
134.10'
L -119
N 74'17'46" E
45.38'
L -120
N 58'00'55" E
79.85'
L -121
S 23'2233" W
81.96'
L -122
S 68'1235" W
140.13'
L -123
S 82'20'57" W
103.96'
L -124
S 31'1025" W
111.62'
L -125
S 51'28'14" W
153.55'
L -126
N 20'41 '18" W
163.83'
L -127
N 21'43'18" E
71.08'
L -128
N 12'06'51 " E
169.85'
L -129
N 06'31 28" W
44.64'
L -130
N 04'4953" W
116.80'
L -131
N 28'30'06" W
127.77'
L -132
N 16'41 '40" W
37. 10'
L -133
N 73'07 33" E
67.65'
L -134
N 30'35 30" E
99.04'
L -135
N 14'48 30" E
142.77'
L -136
N 25'4334" E
115.44'
L -137
N 52-1j'28" E
154.43'
C R (C L -Sg
\ DITCH
8� CONSERVATION
BA
FROM "A'; CLOCKWISE EASEMENT/
AND BACK TO NlS "A" \ \ \ L -75 AREA 2
LINE TABLE
LINE
BEARING
LENGTH
L -146
S 27'0256" E
100.22
L -147
S 18'04'16" E
70.40
L -148
S 09'57'06" E
161.97
L -149
S 00'50'09" W
114.15
L -150
S 08'5757" E
136.40
L -151
S 14'19'13" E
123.48
L -152
S 26'29'41 " E
123.52
L -153
S 08'58'58" W
89.73
L -154
S 03'24' 11 " W
67.61
L -155
N 86'3549" W
20.00
L -156
N 2436'18" W
20.35
L -157
N 12'3726" W
301.43
L -158
N 13'42'12" W
163.06
L -159
N 08'13'19" W
30731
L -160
N 08'2728" W
173.45
L -161
N 81'3232" E
20.00
CONSERVATION EASEMENT
- SURVEY OF
\
NEUSE
I,
\ \
BOON HILL
TOWNSHIP
NOVEMBER 21, 2012
L -73
/
1 " = 200'
/V 0246.ytg.
200'
400'
�0,37
GRAPHIC SCALE
W _ 187.
\
- - L- 71 =82C
LEGEND \ \
DITCH
R/W = RIGHT OF WAY
\
C/L = CENTERLINE
= EXISTING IRON STAKE
\
N/F
\ ROCHELLE YVONNIE EVERETT
Qi = NEW IRON STAKE
\ DB 984, PG 694
O = NO POINT SET
NPS = NO POINT SET
\ \
EIP = EXISTING IRON PIPE
\
EMN = EXISTING MAG NAIL
\
\
EPK = EXISTING PK NAIL
CMP = CORRUGATED METAL PIPE
(TL) = TIE LINE
(CC) = CONTROL CORNER
THE R UD OL PH SITE
rifoJ:>f
EBX
NEUSE
I,
L L Co
BOON HILL
TOWNSHIP
NOVEMBER 21, 2012
JOHNSTON
COUNTY, NC
1 " = 200'
200' 100' 0
200'
400'
GRAPHIC SCALE
\CONSERVATION
\ 55�"o
�
'Roi�.��.
L -44 Rr'
L�46 la
L- 112
CONSERVATION EASEMENT
AREA 3
EBX NEUSE 1, LLC.
�6 DB 3943, PG 242
W
l
X55
L -70- L-69
ul
N_ N/F
" CLAYVON EVERETT
DB 3764, PG 620
MB 74, PG 207
N/F = NOW OR FORMERLY m D
--ZZ- = NOT TO SCALE m --I
- - - - = ADJOINING PROPERTY LINE m 2 FLOOD STATEMENT
THIS PROPERTY IS LOCATED IN ZONE " AE "
N Z AND IS LOCATED WITHIN A SPECIAL FLOOD HAZARD
m AREA, AS DETERMINED BY NFIP RATE MAP
SOURCES OF TITLE
DB 3218, PG 482
DB 3864, PG 969
DB 3943, PG 242
PB 75, PG 175
PAGE 1 OF 2
DATED DECEMBER 2, 2005 COMMUNITY PANEL
NUMBER 370138 - 2548 -J .
MATRIX EAST, PLLC
PROFESSIONAL LAND SURVEYORS
i N. QUEEN ST., SUITE A KINSTON, NC 28501
rEL: 252 - 522 -2500 FAX: 252 - 522 -4747
FIRM LIC. # P -0221 EMAIL: [e-mail]
DRAWN BY: CKP PROJECT NO.: 20100039
SURVEYED BY: ALL DATE: 11/21/12
SCALE: 1" = 200' DRAWING NAME: ADDSOUTHERN

1, , REVIEW OFFICER OF
JOHNSTON COUNTY, CERTIFY THAT THE MAP OR PLAT TO
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
FILED FOR REGISTRATION
2012. _ M
PLAT BOOK
L -7
L
DATE
PAGE
REGISTER OF DEEDS
JOHNSTON COUNTY
(1I �
= D
m0
�_
N Z
m
S 1728 36" E X111
207.73'
ACREAGE DATA
(BY COMPUTER)
CONSERVATION EASEMENT AREA 1 = 36.687 ACt
CONSERVATION EASEMENT AREA 2 = 9.741 ACf
CONSERVATION EASEMENT AREA 3 = 1.286 ACf
CONSERVATION EASEMENT AREA 4 = 0.640 ACf
CONSERVATION EASEMENT AREA 5 = 13.911 ACf
CONSERVATION EASEMENT AREA 6 = 15.088 ACf
TOTAL CONSERVATION EASEMENT AREA = 77353 ACt
EASEMENT AREAS 1 & 2 = 46.428 ACt
EASEMENT AREAS 3,4,5 & 6 = 30.925 ACf
L -120 -
--�L -119
L- 14A
DB 3086, PG 192
MB 14, PG 101
PB 68, PG 29
ffi
S 235739 " E
1,130.32'_
L -29 L -28 L -27 L 6 L -133 4 -21
4 ti L -131 4-
��? G B j 2S L ` �� L -132 _�O N 22 N O¢ O9 82 •
�_ 24 L -23 06, s`68 04it8..
1- - �_ L -53 ?83
S p 25 (TL) 34 35 L -36 L -37 L -54
/ 10 • / L- /
// aA "/� SOS s OAS \ 129
L -38A / 04 38,. 30B 358„
L -38B 883/ F \3R, At-
FA RM PATH l�39
L -4 B B
j L-
L -84 _ 49p j /
i B N 08 1\OS.. L -83 FARM PATH L -56 L
501.25' _
N 23' 14'20 W 4-,5(9
L -82 L -57 4-,59
\ DITCH
CONSERVATION
EASEMENT/
\ L -75 AREA 2
L -73
/V 16
j., w
- - L -71 N
\ DITCH
\ N/F
\ \ ROCHELLE YVONNIE EVERETT
\ DB 984, PG 694
1, CHRISTOPHER K. PADERICK, PROFESSIONAL LAND SURVEYOR
NO. 4189, CERTIFY THAT THIS SURVEY IS OF ANOTHER N
CATEGORY. TO WIT- A CONSERVATION EASEMENT SURVEY. = y
m0
L -4189 N Z
m
��rrrr�i 7���1/L'ir:L/l►:7/7� /��G I/I:I��iC7TC�l��LK�I►L�r�I
CHRISTOPHER K. PADERICK CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION; (DEED DESCRIPTION
RECORDED IN MAP & DEED BOOKS NOTED), THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION REFERENCED HEREON, • THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10,000+ THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S. 47 -30 AS
AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER AND SEAL THIS 21ST DAY OF NOVEMBER , A.D.,
2012
L -4189
F
L
L -45-
f X46
115
- -1 L -112
L&OWSi#V466W EASEMENT
o AREA 3
EBX NEUSE 1, LLC.
6 DB 3943, PG 242
- X
'ONSERVATIOA
\EASEMENT
s�
l
'A7
EN
'o-
w
LEGEND
R/W = RIGHT OF WAY
CIL = CENTERLINE
0 = EXISTING IRON STAKE
Qi = NEW IRON STAKE
O = NO POINT SET
NPS = NO POINT SET
EIP = EXISTING IRON PIPE
EMN = EXISTING MAG NAIL
EPK = EXISTING PK NAIL
CMP = CORRUGATED METAL PIPE
(TL) = TIE LINE
(CC) = CONTROL CORNER
N/F = NOW OR FORMERLY
--ZZ- = NOT TO SCALE
- - - - = ADJOINING PROPERTY LINE
SOURCES OF TITLE
DB 3218, PG 482
DB 3864, PG 969
DB 3943, PG 242
PB 75, PG 175
VARIOUS LINES
LINE TABLE
LINE
L -64
7.94'
L -1
L -67
?0:30" ry
L -2
S 81'11'57" W
57.61
L -3
_L -68
z
_
L -70- L -69
-
rn N_
N/F
S 74'55 21 " E
a, ",
CLAYVON EVERETT
S 54'3748" E
�DB
3764, PG 620
S 23'4648" E
159.75
MB 74, PG 207
S 08'4247" E
LEGEND
R/W = RIGHT OF WAY
CIL = CENTERLINE
0 = EXISTING IRON STAKE
Qi = NEW IRON STAKE
O = NO POINT SET
NPS = NO POINT SET
EIP = EXISTING IRON PIPE
EMN = EXISTING MAG NAIL
EPK = EXISTING PK NAIL
CMP = CORRUGATED METAL PIPE
(TL) = TIE LINE
(CC) = CONTROL CORNER
N/F = NOW OR FORMERLY
--ZZ- = NOT TO SCALE
- - - - = ADJOINING PROPERTY LINE
SOURCES OF TITLE
DB 3218, PG 482
DB 3864, PG 969
DB 3943, PG 242
PB 75, PG 175
VARIOUS LINES
LINE TABLE
LINE
BEARING
LENGTH
L -1
S 65'02'52" W
28.80
L -2
S 81'11'57" W
57.61
L -3
N 823859" W
172.77
L -4
S 20'1428" W
29.85
L -5
S 74'55 21 " E
140.23
L -6
S 54'3748" E
130.02
L -7
S 23'4648" E
159.75
L -8
S 08'4247" E
102.32
L -9
S 26'42'19" E
79.16
L -10
S 12'00 36" E
100.06
L -11
S 31' 15'45" E
95.34
L -12
S 00'04'59" W
86.25
L -13
S 08'12'44" E
80.57
L- 14A
S 16'41 '40" E
48.40
L- 14B
S 16'41 '40" E
9.40
L -15
S 28'01 ;36" E
148.52
L -16
S 04'495J" E
162.76
L -17
S 06'J1'28" E
47.12
L -18
S 63'25'36" W
68.06
L -19
N 05'32'14" W
119.66
L -20
N 05'23 22" W
164.21
L -21
N 20'59'14" W
96.69
L -22
N 79'1533" W
139.75
\w �
NI
� B ;n
-,- / � N\
N
' vJ
,t o ct�c
c
t� c
o�
rn
\ N 1 m
31
/ 5
CONSERVATION EASEMENT
SURVEY OF
EBX NEUSE 1, LLC.
DB 3943, PG 242
N/F
CLAYVON EVERETT
DB 3764, PG 620
MB 74, PG 207
THE R UD OL PH SITE
o z'
EBX
NEUSE
I,
LLC.
BOON HILL
TOWNSHIP
NOVEMBER 21, 2012
JOHNSTON
COUNTY, NC
116.90
1 " = 200'
200' 100' 0
200'
400'
N 09'4843" W
GRAPHIC SCALE
L -27
VARIOUS LINES (CONTINUED)
LINE TABLE
LINE
BEARING
LENGTH
L -23
N 79'15'33" W
10.00
L -24
N 06'57'51 " W
116.90
L -25
N 00'44 59" E
96.84
L -26
N 09'4843" W
180.58
L -27
N 17'00'22" W
107.28
L -28
N 23'50'06" W
79.86
L -29
N 27'15'48" W
218.95
L -30
N 383349" W
37.42
L -31
S 05'35 30" E
144.72
L -32
S 01'30 24" W
10733
L -33
S 02'33'31 " E
139.80
L -34
S 02'21'16" E
167.07
L -35
S 33'45 30" E
8722
L -36
S 28'29'17" E
110.40
L -37
S 13'03'25" E
68.79
L -38A
S 06'5338" E
80.13
L -38B
S 06'5338" E
74.94
L -39
S 01'49'07" W
172.29
L -40
S 04'07 27" W
103.82
L -41
S 08'20 20" W
114.53
L -42
S 24'5543" W
63.81
L -43
S 78'30'06" W
80.26
L -44
N 11'2954 W
25.39
3'5739"
VARIOUS LINES (CONTINUED)
LINE TABLE
LINE
BEARING
LENGTH
L -45
N 03' 19 27" E
53.41
L -46
N 04'48'21 " W
210.01'
L -47
N 17'44'21 " W
209.27'
L -48
N 02'14'04" E
148.25'
L -49A
N 12'11'39" W
38.51
L -49B
N 12'11'39" W
40.05
L -50
S 762859" W
191.02'
L -51
S 371 " W
84.86'
L -52
N 74'58 59" E
19.27'
L -53
S 19'03 54" E
53. 18'
L -54
S 26'06 27" E
129.58'
L -55
S 40'54'2j" W
90.58'
L -56
S 371 " W
23.47'
L -57
S 20'56'00" E
59.28
L -58
S 13'1829" E
73.16
L -59
S 11'04'40" E
161.26
L -60
S 06'51'5J" E
127.64
L -61
S 03'55 22" W
126.97
L -62
S 08'0256" W
135.17
L -63
S 10'10'48" W
272.98
L -64
S 47'3459" W
3734
L -67
N 86'40'44" W
54.24
L -68
N 86'40'44" W
25.82
\ �W
'55
a� °2 0'
5 App 0
FROM EAX "B'; ALONG CIL OF
opi h MOCCASIN SWAMP, TO NPS "C"
\� NIpi
r co
\O
�\ I
U)
N
0
LINE TABLE
LINE
BEARING
LENGTH
L -138
N 53'30 52" E
57.09'
L -139
N 59'0849" E
78.67'
L -140
N 87'30'10" E
59.78'
L -141
N 5709'00" E
49.58'
L -142
N 482228" E
33.08'
L -143
N 4626'40" E
113.41 '
L -144
N 3707'41 " E
34.26'
L -145
N 3832 38" E
128.64'
z
= COUNTY OF JOHNSTON
BEARING
DB 1935, PG 420
\=
EBX NEUSE 1, LLC.
91.11
�°m-'oLn
\z�
°
�cnzm
cn
c"
\ r \vi14 1
moor
\ 1
DB 3943, PG 242
N 51'4743" W
86.73
N 23'1420" W
ss^ Z3
✓PS C)
"PRELIMINARY PLAT"
NOT FOR SALES, CONVEYANCES,
OR RECORDA TION.
ADJOINING PROPERTY OWNER INFO
O
= COUNTY OF JOHNSTON
BEARING
DB 1935, PG 420
\=
EBX NEUSE 1, LLC.
91.11
DB 3864, PG 969
N 21'45'19" W
PB 75, PG 175
OC
= EBX NEUSE 1, LLC.
162.04
DB 3943, PG 242
PAGE 2 OF 2
VARIOUS LINES (CONTINUED)
LINE TABLE
LINE
BEARING
LENGTH
L -69
N 17'02'30" W
91.11
L -70
N 21'45'19" W
129.07
L -71
N 17'5747" W
162.04
L -72
N 51'4743" W
86.73
L -73
N 24'21 '02" E
38.19
L -74
N 22'09'55" E
98.62
L -75
N 15'16'00" E
9.46
L -76
N 45'16'00" E
100.00
L -77
N 14'44'00" W
145.79
L -78
N 03'24'30" W
84.09
L -79
N 06'44'11 " W
61.19
L -80
N 87'17'19" E
53.89
L -81
S 62'3256" E
107.79
L -82
N 81'41'55" E
21.99
L -83
N 08'18'05" W
5.31
L -84
N 21'04'46" W
55.94
L -85
N 44'4646" W
108.50
L -86
N 49'59'02" W
111.65
L -87
N 07'1 W
76.26
L -88
N 07'14'34" W
66.27
L -89
N 23'02'13" E
99.68
L -90
N 36'5747" W
100.55
L -91
N 07'1737" W
44.04
L -92
N 07'1933" W
92.99
L -93
N 07'1 " W
19.51
L -94
N 82'40'24 " E
28.94
L -95
S 80'51'40" E
5787
L -96
S 642344" E
131.03
L -97
S 545636" E
55.41
L -98
N 66'40'15" E
20.00
L -99
N 23'19'45" W
181.50
L -100
N 06'50'43" W
85.23
L -101
N 06'27'39" W
8732
L -102
N 06'57 27" W
81.25
L -103
N 07'1128" W
55.13
L -104
N 07'09'37" W
55.53
L -105
N 07'0633" W
4.40
L -106
N 84'03'00" E
112.76
L -107
N 05'57'00" W
63.27
L -108
N 84'00'45" E
3700
L -109
N 10'1852" W
102.54
L -110
S 75'4942" W
138.48
L -111
N 12'4831 " E
90.84
L -112
S 70'48'06" W
14.83'
L -113
N 19'46'02" W
37.23'
L -114
N 20'12'02" W
195.56'
L -115
N 19'4949" W
169.00'
L -116
N 15'j6'21 " W
162.86'
L -117
N 10'06'12" W
84.72'
L -118
N 745859" E
134.10'
L -119
N 74'17'46" E
45.38'
L -120
N 58'00'55" E
79.85'
L -121
S 23'22'33" W
81.96'
L -122
S 68'1235" W
140.13'
L -123
S 82'1 W
103.96'
L- 124
S 31'1025" W
111.62'
L -125
S 51'28'14" W
153.55'
L -126
N 20'41 '18" W
163.83'
L -127
N 21'43'18" E
71.08'
L -128
N 12'06'51 " E
169.85'
L -129
N 06'31 28" W
44.64'
L -130
N 04'4953" W
116.80'
L -131
N 28'30'06" W
127.77'
L -132
N 16'41 '40" W
37. 10'
L -133
N 73'07'33" E
67.65'
L -134
N 30'35'30" E
99.04'
L -135
N 14'48'30" E
142.77'
L -136
N 25'4334" E
115.44'
L -137
N 52-1J'28" E
154.43'
FROM NIS "A" CLOCKWISE
AND BACK TO NIS A"
LINE TABLE
LINE
BEARING
LENGTH
L -146
S 270256" E
100.22
L -147
S 18'04'16" E
70.40
L -148
S 09'57'06" E
161.97
L -149
S 00'50'09" W
114.15
L -150
S 08'5757" E
136.40
L -151
S 14'19'13" E
123.48
L -152
S 26'29'41 " E
123.52
L -153
S 08'5858" W
89.73
L -154
S 03'24'11 " W
6761
L -155
N 863549" W
20.00
L -156
N 24'36'18" W
20.35
L -157
N 12'J726" W
301.43
L -158
N 13'42'12" W
163.06
L -159
N 08'13'19" W
30731
L -160
N 08 27 28" W
173.45
L -161
N 81'3232 E
20.00
MA TRIX EAST, PLLC
PROFESSIONAL LAND SURVEYORS
i N. QUEEN ST., SUITE A KINSTON, NC 28501
ri 252 - 522 -2500 FAX: 252 - 522 -4747
FIRM LIC. # P -0221 EMAIL: [e-mail]
DRAWN BY: CKP PROJECT NO.: 20100039
SURVEYED BY: ALL DATE: 11/21/12
SCALE: 1" = 200' DRAWING NAME: ADDSOUTHERN

Neuse 01 Wetland Preservation Site
V
2ft contours_NCDOT
Preservation Site

t t \ •/' TL u
� ` _ s - Iri •aqq�
EAST S7
It M if
cn
Zi
al
cl
All
73 rn
�` � ♦ _`'� �-1 is
■
a
I s
I
r -
✓ it � I ' 3 ■
1
,

s
CD
U)
C>
w
CD
N
O
O
w
O
O
C
N
O
O
-a
Q- 0
� w
c m
a 1
o
O II
O N
7
w °w
PO
X
N
m
w
CD
CD
c
0
0
w
w
0
O
n
0
I?
(D
N
N
O
L
` \ � t ` \..� � 4 it °.; •+" ;.a �i'�
' 1
's yj
_ .r.
•r ea:1 C '� 4op a
cn `
CD 4�-. '
i_
44 JM OK
qc
t
�4 3
:.�. 11000—'
1 a �.•
C-
0
S-
D
O
0
0
c
w
c
CD
O
ID
O *
N
� O
6
D
m
o
m
3
w
0
m
CD
0
O_
3
(D
(D