20190766 Ver 1_Riparian Buffer Authorization Request_20190607

Buffer Authorization Applicati
15ANCAC 0213.0233 (8)(b),.0243 (8)(b),.0250 (11)(b)..0259 ON259(8)(b),
Update 10/23/2018
Original Submittal 6/7/2019
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
1. Property Owner Information:
1a. Name on Recorded Deed:*
1b. Responsible Party:
1c. Mailing Address:*
1d. Telephone:* 919-971-9643
[e-mail]
Please list the contact person's errail for questions or payrrent on this project if needed.
r— Owner
r— Applicant other than Owner
W Agent
Tryon Investment Partners, LLC
c/o Joe Lassiter
(for Corporations)
Street Address
8310 Bandford Way
Address Line 2
City
Raleigh
Postal / Zip Code
27615-2752
2. Applicant's Information (if different from owner):
2a. Name:
2b. Company Affiliation:
2c. Mailing Address: Street Address
Address Line 2
City
Postal / Zip Code
2d. Telephone:
2e. Email Address:
3. Agent Information:
3a. Name:
State / Province / Region
NC
Country
Us
1e. Email Address:* [e-mail]
State / Province / Region
Country

3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
City State/ Province/ Region
Rbstal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agentaicktheupload button ordrag and drop files hereto attach docunent
authorization form. PDF Only
B. Project Information and Prior Project History
1. Project Information
1a. Name of Project:* Tryon Subdivision Greenway Trail
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
r No
1d. Subdivision Name: Tryon
1e. Nearest Wake Forest
Municipality:
1f. Property Size: 156.70
acres
1g. County (or Counties) where the project is located:*
Wake
1h. Property ID# Date of Purchase
1850799946 6/3/2016
Tax RN or Parcel id
11. Deed Information
Type of Book Book#11 Page#
Deed 16409 2322
Map F
2280-2288
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
pick the upload button or drag and drop files here to attach docurrent
BM2018PGS2280-2288.pdf 3.7MB
FDF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
r Manually

Latitude * 35.974832 Longitude * -78.464800
11. Is the project located in any of North Carolina's twenty coastal counties?*
C Yes
C- No
2. Surface Waters
2a. Name of the nearest bodyof water to proposed project:*
Austin Creek
2b. Water Quality Classification of nearest receiving water:*
C -NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
4,984
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing previously permitted residential subdivision partially completed, greenway is
required to be installed by Town if Wake Forest
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
aick the upload button or drag and drop files here to attach docurrent
FDF only
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
dick the upload button or drag and drop files here to attach docurrent
SoilsMap.pdf 1.21VIB
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:
Greenway trail construction, typical grading equipment will be used, e.g. front end
loaders, excavators, bobcat, etc.
Attach a site plan as applicable to the project:
aick the upload button or drag and drop files here to attach docurrent
Tryon Greenway New Impacts 040419.pdf 5.31 MB
FDF only
5. Jurisdictional Determinations
................................................................................................. _.......
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
5b. Who did the determination on the jurisdictional areas?
Who did the determination? List name if known 11 Date Attach

Corps James Lastinger 01/30/2019
(Naas ff known) Tr... 3
SD..
20..
00..
pdf only
State James Graham 01/21/2014
(Rarre W known) DW. 4
le...
Ki...
G...
He.
pdr only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
AJD for Ph 1-14 SAW -2014-000200. Buffer confirmation Ph 1-14, NBRRO#13-396,
6. Project History ^
.............................................................. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
r No
6b. List any permits/approvals that have been requested or obtained for this project in the past.
Application Date Date IssuedIF Permit Type
4/16/2016 5/9/2016 Buffer Authorization
E12/29/2019 1/30/2017 NWP 29
12/29/2016 1/23/2017
6c. Please explain and detail according to "help file" instructions.*
Attached 401 &Buffer Authorizations are for the subdivision lots, roads and utilities,
no greenway trails have been permitted in teh past.
DWR 16-0410 Buffer auth (phases 1 thru 3)
DWR 16-0410v2
Corps NWP 29 SAW 2014 00200 (phases 4 thru 14 and offsite sewer)
7. Future Project Plans ^
4
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
7a. Is this project a phased project?* O Yes
4 No
7b. If yes, explain*
All phases of subdivision have been permitted, however additioanl greeway trails will
be required but have not yet been designed.
C. Proposed Impacts Inventory
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Buffer Impacts {�
401 &Buffer
Authorization
6c. Please explain and detail according to "help file" instructions.*
Attached 401 &Buffer Authorizations are for the subdivision lots, roads and utilities,
no greenway trails have been permitted in teh past.
DWR 16-0410 Buffer auth (phases 1 thru 3)
DWR 16-0410v2
Corps NWP 29 SAW 2014 00200 (phases 4 thru 14 and offsite sewer)
7. Future Project Plans ^
4
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
7a. Is this project a phased project?* O Yes
4 No
7b. If yes, explain*
All phases of subdivision have been permitted, however additioanl greeway trails will
be required but have not yet been designed.
C. Proposed Impacts Inventory
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Buffer Impacts {�

Project is in which protected Basin?*
G Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 028.0243)
C Randleman Lake Watershed (15A NCAC 0213.0250)
C Tar -Pamlico River Basin (15A NCAC 026.0259)
C Jordan Lake Watershed (15A NCAC 026.0267)
f Goose Creek Watershed (15A NCAC 026.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type *
Zone 1
Zone 2
30
UT Austin
Permanent
Allowable
0.00
2,860.
Nbp label (e.g. Finad
Creek
(P)
Square
15
Crossing 1)
Perm orTerrp
Feet
Square
Feet
31
UT Austin
Permanent
Allowable
0.00
108.03
K/hp label (e.g. Finad
Creek
(P)
Square
Square
Crossing 1)
Perm orTerrp
Feet
Feet
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 2,968.18
Total Buffer Impacts: 2,968.18
Comments:
Zone 1 impacts have been avoided, bypas pipe is for upstream drainage to be able
to pass under greenway and not be dammed up.
D. Impact Justification and Mitigation
........................................................................................................................................................ ......... ......... ......... ......... ......... ......... ..................
1. Avoidance and Minimization
_...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
all buffer impacts are in zone 2
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
Approved sediment an erosion control plabjns will be followed to prevent losses to
Zone 1 of the buffer
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SMNT)
r Wetland Swale (higher SHWT)
Pr Proposed project will not create concentrated stormwater flowthrough the
buffer
r Other SCM that removed minimum of 30% nitrogen
1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docurrent
Sheet 4 of 5Tryon Greenway.pdf 3.62MB
FDF only
F. Supplementary Information
................................................................................................................... .
Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r•
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B.0200)?
C'
2b. Is this an after -the -fact buffer authorization application?
C'
r No
G. Additional Information
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach docunent
FDF only
Additional Comments:
see sheet 4 of 5 of the impact maps for the outlet protection calculations for thr
bypass pipe.
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act)
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Kevin C Martin
Signature *
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?
ID#*
Version:*
Select Reviewer:
Select Reviewing Office *
Has payment been received?*
b Yes b No
r Yes
r No
20190766
1
Stephanie Goss:eads\szgoss
Raleigh Regional Office - [phone]
r No Payment Needed
r Fee Received
r Need Fee - send electronic notification

NCDENR,
North'Caroli'n8 Department of, Environment and Natural'Resout:ces
Division ,of-Water'Resources
Water Quality Programs
Pat McCroy Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
January 21, 2014
Virginia.Byckowski
5830 Whitebud Dr.
Raleigh, NC 27609
Subject: 113 fee Determination Letter
NB_
O#,13-396
Wake'County
Project Name: Kings-Gl'en'Copper Beech Lane, Wake Forest;,NC.
Location/Directions: Subject property is located at Copper -Beech Lane, Wake Forest, NC
Subject;Stream: UT to Austin Creek'
Determination Date: January 6;,201'4
Staff: James Graham
F.eature%F`lag
BufferCall
Isolated or ElP Call,
® Neuse (115ANCAC,213.0233)
Stop@
❑ Tar -Pamlico (15A NCAC 2B 0259)
❑ EphemeralLlnterrrlitteht%Pe�ennial Determination
❑ Isolated Wetland Determination
El Jordan 05A NCAC 2B 0267)
_
Project Name: Kings-Gl'en'Copper Beech Lane, Wake Forest;,NC.
Location/Directions: Subject property is located at Copper -Beech Lane, Wake Forest, NC
Subject;Stream: UT to Austin Creek'
Determination Date: January 6;,201'4
Staff: James Graham
F.eature%F`lag
Not
Subject
Start@
Stop@
Soil
USGS
Subject
Sui-vey
To o
A,
X
Throughout
Throughout
X
X
B
X
_
X
C
X
DWR 2
Throughout
X
X
'Pond 1
X
X
X
D
X
DWR 1
Throughout'to
X
Confluence of
Feature_ G
E°
X
X
'F-
X
Buffer not within',
Confluence of
X
50' feet of property
,Feature G
line
NoAhCarolina
Naturd!!y
North Carohria;DlVlslon of Water+R'esources Raleigh°Regionah0ffice Surface'Water Protection Phone [phone] CUStorner,SerV,lce
�Intemet www ncwaterqualdy.org 1628 Mad SeNiceCenter Raleigh,'NC 27699=1628 FAX (_9'19)'5714718 1-877=623-6748
An EquaRDpportumtylAffirmative ActorvEmployer—,50% Recycled110% Post'Consumer Paper

Kings Glen
Wake County
January, 21 „2014,
Page `2, o_f-2
Feature/Flag
Not
Subiect
Subject
Start@
Stop@ '
Soil USGS '
Survey To o
G,
X
Throughout
`Throughout
X. X J
H
X
DWR start 3
D.WR stop 3,
'X
I
X
DWR start 4_
Throughout
X
J, _
X __
_
X.
K
X.
X.
*E/I/P' =Ephemeral/Interm'ttent/Perennia'I
**Feature is.suliject to 4041401. permitting,
Explanation., The feature(s) listed'above has,or have'been'located ,on the Soil' Survey of,Wake County,
North Carolina or'the, most,recent copyjof the USGS Topographiamap at a 1;:24',000 scale- Each feature,
that is checked "Not Subject" has been,determined not to be astream`or is not,present:on the property
Features that are checked-apblect" have been, located on the property+and possess characteristics that
qualify A,to be,a, stream There may be lurisdictional°wetlands2or isolatedwetlands on property that will _
require further review, If1he, USACE finds the wetlands onsite to be non_yurisdictional ,these, features will
have to be evaluated,as isolated wetiands'by the�state. In -addition, there may be,other streams located
on your property that.do-not,show up on.the maps referenced above but, still may be considered
juri'sdictiona'l according to°the `US Army Corps of Engineers; and/or to the Division of Water°,Resources
This on-site, determination shall expire five (5),years,from.the date, of•this letter. Landowners�or, affected
,parties that,dispute a determination ,made,by the DWR or Delegated Local Authority may request a
determination by the Director. An, appeal', request must be made within sixty (60) days of date of this letter
or from,the date the affected party (including downstream and/or£adjacent owners) is notified of this
letter. Axequest,for a determination by the Director shall!be referred to the Directorin writing c/o'Karerr
Higgins, DWR WeBSCaPe,Unit, 1650 Mail; Service Center, Raleigh, NQ 27699.
This determination is final and binding unless, as detailed above, you ask for a hearirig,or appeal within
sixty (60) days.
The owner/future;owners should", notify the Division of Water Resources, (including, any other Local, State, and'
Federal Agencies) ofthis decision concerning any fafture,correspondences regarding the,subject property (stated
above). This project may require a Section 404/401 Permit for the,proposed activity: ,Any inquiries should be
directed to theaDivision of Water Resources, (Central Office), at (9 1'9)-807-6300,, and, the US Army Corp of Engineers
(Raleigh Regulatory -Field Office), at (919)-5544884.,
If you have° questions,,regardin'grth'is determination, pleaseJeel free to,contact James Graham at (919)
791-4200
Respe' tfully,,
.A �
Danny Smith,
Water- Quality Section,
Regional Supervisor
cc: RRQ%SWP File Copy

Soil Survey Map
1970 Printed Wake Co.
Soil Survey, Map Sheet 11
King's Glen Site
Wake Co., NC
Project No.
12233.W1
Project Mgr.:
KCM
Scale:
1" = 500'
2013-12-23
µ
0 1,000 2,000500
Feet
Project Area
A
A
B
C
D
E
F
POND 1
C
G
H
I
J
K
G
E
G
F:\LAND PROJECTS\2016-002.001 TRYON - GREENWAY\DRAWINGS\SHEET\WETLAND IMPACTS\ WI-BASE TRYON GREENWAY NEW IMPACTS.DWG , Apr 04, 2019 - 2:38 PM , GREG
IMPACT
NUMBER
IMPACT
LOCATION
TYPE
IMPACT TABLE
CH = CHANNEL, JW = JURISDICTIONAL WETLAND, NB = NEUSE BUFFER, Z1 = ZONE 1, Z2 = ZONE 2
SHEET INDEX
3 OF 5
W A K E F O R E S T, N O R T H C A R O L I N A
W E T L A N D A N D B U F F E R I M P A C T E X H I B I T S
N E U S E R I V E R B A S I N
PLANS PREPARED BY:
NC.
3803 - B COMPUTER DRIVE, SUITE 104, RALEIGH, N.C. 27609
PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
P &CRIEST,RAVEN SSOCIATES,A I
PHONE 919 / 781-0300 FAX 919 / 782-1288
EMAIL [e-mail] FIRM#: C-0488
DEVELOPER AND APPLICANT:
COVER
SHEET 1 OF 5
1 OF 5 COVER SHEET
2 OF 5 100' SCALE OVERALL SITE LAYOUT WITH IMPACTS
GENERAL NOTES:
REVISIONS:
ORIGINAL DATE: APRIL 4, 2019
4 OF 5
5 OF 5
PROJECT STATISTICS
PROPERTY DEVELOPER
PROJECT ADDRESS
156.7 ACGROSS PROJECT AREA:
TRYON INVESTMENT PARTNERS, LLC
8310 BANDFORD WAY
RALEIGH NC 27615
RZ-14-02
WAKE COUNTY PIN(S)
1. BOUNDARY INFORMATION IS TAKEN FROM A SURVEY BY CAWTHORNE, MOSS & PANCIERA, PC
2.SITE TOPOGRAPHIC INFORMATION IS FROM A SURVEY BY THIS OFFICE AND GIS DATA AVAILABLE FROM WAKE COUNTY.
3.PLANIMETRIC AND TOPOGRAPHIC INFORMATION FOR AREAS OUTSIDE OF THIS SITE ARE TAKEN FROM WAKE COUNTY GIS INFORMATION.
4.WETLAND, CHANNEL BANK AND SUBSEQUENT NEUSE RIVER BUFFER LOCATIONS BASED ON A FIELD VERIFICATIONS BY SOIL AND
ENVIRONMENTAL CONSULTANTS, PA.
GR10 (CD)ZONING
TRYON INVESTMENT PARTNERS, LLC
8310 Banford Way Raleigh, North Carolina 27615
[phone] [e-mail]
c/o Pinellas Corporation
PURPOSE
TRYON SUBDIVISIONTRYON SUBDIVISIONVERTICAL DATUM - NAVD88
HORIZONTAL DATUM - NAD83
30 SHEET 4 OF 5
31 SHEET 5 OF 5
Z2
Z2
GREENWAY TRAIL ENCROACHMENT
BYPASS PIPE OUTLET
NEW/PREVIOUSLY
APPROVED
NEW
NEW
50' SCALE IMPACT 30
1851-70-1391, 1851-70-6543,
1851-80-1504, 1851-81-4197,
1851-82-3467, 1851-81-9808,
1851-91-1358, 1851-91-3051
0 COPPER BEECH LN,
WAKE FOREST, NC 27587
PRIVATE GREENWAY SECTION
50' SCALE IMPACT 31
VICINITY MAP
OAK GR
O
V
E

C
H
U
R
C
H

R
O
A
D
STRATEG
Y

W
A
Y
BISHOPS GLEN
TOWNHOMES AVERETTE ROADWAIT AVEMIDDLE GAME WAY1"=1000'NORTHINCLUDED
IN THIS
SUBMITTAL
TRYON
SUBDIVISION
CLUBPOOLBATH
POOLHOUSEEQUIP.
/
MAINT.XXXXXXXXXXXXXXXXXXXXXX
X
X X
X
X
X
X
X
X
X
X XXX HOUSEPOOL DECKx
x LOTTOTKIOSKMAILFUTUREDEVELOP
M
E
N
T
PHASE 5
PHASE 9
PHASE 1
5
PHASE 7
PHASE 6
PHASE 6
PHASE 5
YIELDYIELDHYD HYDH YD188
187
186
185
184
183
182
181
WETPO
N
D
#1.1
WETPO
N
D
#1.2
WETPO
N
D
#1.3 HYDCOPPER BEECH LANE51
128
129
130
131
132
133
134
135LATHAM OAKS AVE.175
174
173
177
176
179
178
180
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UNDERCONSTR
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YIELDYIELDYIELDTRYON

P
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.
272
271
OPEN
SPACE
107
HY DH Y DH YDH YDHY D
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PROJECT: SCALE: DATE: 2016-002.001APRIL 4, 2019WETLAND AND BUFFER DRAWN BY: LOCATION: CLIENT:WAKE FOREST, NCTRYON INVESTMENT PARTNERS, LLCJGEIMPACT EXHIBITTRYON SUBDIVISIONREVISED: PRIEST, CRAVEN & ASSOCIATES, INC.LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488OVERALL LAYOUT
SHEET 2 OF 5
0 400 800200400800
GRAPHIC SCALE: 1"=400'1"=400'NORTH
LEGEND
PROPOSED 6' WIDE ASPHALT
PRIVATE GREENWAY
NEW IMPACT 30SHEET 3
APPROVED IMPACT 2
NEW IMPACT 31SHEET 4
HYD
183
182
181
WETPOND
#1.2
179
180<<<<<<<<<<
<<<<<<<<<<
<<
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37
38
39
40
EXISTING PROJECT: SCALE: DATE: 2016-002.001APRIL 4, 2019WETLAND AND BUFFER DRAWN BY: LOCATION: CLIENT:WAKE FOREST, NCTRYON INVESTMENT PARTNERS, LLCJGEIMPACT EXHIBITTRYON SUBDIVISIONREVISED: PRIEST, CRAVEN & ASSOCIATES, INC.LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488IMPACTS 2, 30
SHEET 3 OF 5
0 50 1002550100
GRAPHIC SCALE: 1"=50 1"=50= ZONE 2 IMPACTS
= ZONE 1 IMPACTS
NORTH
LEGEND
VRP
#3
50'NRRB50'NRRBZONE
1
ZONE

2
ZONE

1
ZONE

2
2
0
'20'
2
0
'

P
R
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V
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T
E
D
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N
G
.

E
S
M
T
.
IMPACT 2
IMPACT 2 WAS
PREVIOUSLY
PERMITTED PER
DWR #16-0410
IMPACT 30NEW 6'
ASPHALT
GREENWAY
TRAIL
10' P
RI
V.
G
R
E
E
N
W
A
Y
E
S
M
T.
NEW 6'
ASPHALT
GREENWAY
TRAIL
*PREVIOUSLY PERMITTED
IMPACTS SHOWN HALF-TONE
BAT
H PROJECT: SCALE: DATE: 2016-002.001APRIL 4, 2019WETLAND AND BUFFER DRAWN BY: LOCATION: CLIENT:WAKE FOREST, NCTRYON INVESTMENT PARTNERS, LLCJGEIMPACT EXHIBITTRYON SUBDIVISIONREVISED: PRIEST, CRAVEN & ASSOCIATES, INC.LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488IMPACT 31
SHEET 4 OF 5
0 50 1002550100
GRAPHIC SCALE: 1"=50
= ZONE 2 IMPACTS
= ZONE 1 IMPACTS
= CHANNEL IMPACTS 1"=50NORTH
LEGEND
IMPACT 3150'NRRB50'NRRBZON
E
1
ZON
E
2
ZON
E
120'20'
ZON
E
2
NEW 6'
ASPHALT
GREENWAY
TRAIL
NEW 15"
RCP W/FES
& RIP RAP
PAD
PROJECT: SCALE: DATE: 2016-002.001APRIL 4, 2019WETLAND AND BUFFER DRAWN BY: LOCATION: CLIENT:WAKE FOREST, NCTRYON INVESTMENT PARTNERS, LLCJGEIMPACT EXHIBITTRYON SUBDIVISIONREVISED: PRIEST, CRAVEN & ASSOCIATES, INC.LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609 . Phone 919 / 781-0300 . Fax 919 / 782-1288 . Email [e-mail] / Firm #: C-0488N.T.S.IMPACT CHART
SHEET 5 OF 5
6' PATHWAY
1" SF 9.5A
2'XXXXXXXXXXXXXXXSLOPE AS
SHOWN
ON PLANS
(3:1 MAX)
4" ABC
2% CROSS SLOPE
GRASSED
2'
GRASSED
1 FT./1 INCH DBH
OR 5' MIN. CLEAR
TO TREES OR SIGN
GEOTEXTILE STABILIZATION
FABRIC (AS REQUIRED FOR
STABILIZATION OF SUBGRADE)
SHOULDER SHOULDER10' MINIMUMVERTICALCLEARANCE2% MIN.
CROSS
SLOPE
MAINTAIN
POSITIVE
DRAINAGE
6' PRIVATE GREENWAY
ASPHALT PAVEMENT SECTION
PROJECT: SCALE: DATE: 2016-002.001APRIL 4, 2019WETLAND AND BUFFER DRAWN BY: LOCATION: CLIENT:WAKE FOREST, NCTRYON INVESTMENT PARTNERS, LLCJGEIMPACT EXHIBITTRYON SUBDIVISIONREVISED: PRIEST, CRAVEN & ASSOCIATES, INC.IMPACT 31
SHEET 4 OF 5
0 50 1002550100
GRAPHIC SCALE: 1"=50
= ZONE 2 IMPACTS
= ZONE 1 IMPACTS
= CHANNEL IMPACTS 1"=50LEGEND
5
0
'NR
RB
5
0
'NR
R
B
ZONE
1
ZONE
2
ZONE 1
20
'
20
'
ZONE
2
NEW 6'
ASPHALT
GREENWAY
TRAIL
NEW 15"
RCP W/FES
& RIP RAP
PAD
APPROVED FOR RECORDIN65, BY THE TOWN OF WAKE FOPE5 r
STATE OF NORTH CAROLINA - COUNTY OF WAKE
REVIEW OFFICER OF THE
TOWN OF HAKE FOREST, GEVIFY THAT THE MAROR PLAT TO MCH THIS
CERTIFICATION 15 AFFIXED MEETS ALL STATUTORY PEGUIPEMENT5 FOR
RECORDING.
DATE REVIEW OFFICE 9V
APPROVED FORRIECORDIN6 BY THE TOM OF HAKE FORE5T.
ti -
DATE ADMINISTRATOR
All! Z
IS
SURVEYOR GERTIFIGATION
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND
DESCRIBED HEREON, WHICH 6 LOCATED IN THE 5UBDIV15I0N JURI50irT10N
OF HAKE FORE5T, AND THAT I HEREBY ADOPT THIS PLAN WITH MY FREE
CONSENT, E5TABLIN4 MINIMUM BUILDINC, SETBACK LINES, AND MOICATE
ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS
TO PUBLIG OR PRIVATE USE AS NOTED.
FOR TRYON INVESTMENT PA$TNE'R5, LL.r,;,,,
'too)
DATE; (I" OWNER:
AREA TABLE
TOTAL Apr --A
5,8541,31q SF
(134.10 AC)
AiR=A IN PHASES 4 1 5
TOTAL AREA IN PHASES 4 &
5152k5l 5F
(21,8-7 AG)
AREA IN LOTS
535,352 5F
(12.29 AC)
AREA IN RICHT, OF WAY
214,428 5F
(6.30 A6)
AREA IN OPEN SPACE54,8865F
_
(1.26 AC)
AREA FN RECREATION L07 _
81510 5F
(2.02 AC)
[TOTAL # OF 51NOLE FAMILY DETACHED LOTS
511
FJTUkE
pmws
-4.2.
- ­., 11 V . '! , "
cl
E
SPAM
Rnl)RE
FRAWS
J
REVC-ATI
ON
srmMILAWS
LOT 011%
VenANDS
PUTLARE
PHASES
�� �-�i-,
I U\ -
WAKE COUNTY NORTH CAROLINA
1, DANIEL J. BURUD, ( ERTIFY THAT TH15 PLAT HAS DRAWN UNDER MY 9fi:7ERV151ON
FROM AN ACTUAL SURVEY MADE UNDER My SUPSRV610N (SEE REFERENCES TH15
SHEET) THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION SHOWN IN THE REFERENCES SHOWN ON THIS PAGE; THAT THE
RATIO OF PRECISION BEFORE ANY AVA5TMENT5 AS CALCULATED 15 GREATER THAN
I : 10,000 ; THAT THIS PLAT HAS PREPARED IN ACCORDAN( ' E WITH 67.5.41-30 AS 3 fes`
AMENDED. WITNESS MY ORIOINAL SIGNATURE, LICENSE- NUMBER AND SEAL TH15
DAY OFA)&),el%kt2OI&,
IN -VrOR9AWf WITH 6.5, 41-30 (f) (11) GLA55IFIGATION5, I GfkflFy:
G. TH15 15 A aRVEY OF AN EX15TIN6 PARCEL OR PARCELS OF LAND OR ONE CARO -Y'
OR MORE EX15TIN6 EASEMENTS AND DOES NOT CREATE A NEW STREET
OR GHAN6E AN EX15TING STREET. FOR THE PURPOSES Or -11-115 9—JB5E( TION,
AN 'EX15TIN6 PARCEL" OR 'EX15TIN6 EASEMENT' 15 AN AREA OF LAND
DE5GRiMP IN A 511,16LE, LEGAL DESCRIPTION OR LEGALLY RECORDED
SEAL
9WIV151OR THAT HAS BEEN OR MAY 61 LE6ALLY CONVEYED TO A NEW
OWNER BY DEW IN ITS EXISTING CoNFicURATION. L-3547
TH15 PARCEL 6 LOCATED IN THE WAKE FOREST PLANNINC, _URI59l(TION
A
L
L LAND � RVPOR
REC,OR�ED IN BOO< OfF` !�AFS 2018 f=AOE
PROM 2
PKASE 2
�_ _ __-
WJ
SGALE: I"_250'
PLAT OF CORRECTION "THE POMARY PURPOSE OF TH15 PLAT
15 TO 6ORRECT STREET NAMES PREVIOUSLY REGORPED IN
6M. 2018 P66. 21-14-2182 WAKE COUNTY RE615TRY. NO
FURTHER G14AN6E5 ORRlfv`I5ION5 ARE BEING MADE PER TH15
REGORDIN6. ALL OTHER INFORMATION FROM THE PREVIOUS.
RF60RDIN6 REMAINS IN EFFECT"
I OF (I I
'(I
OWNER INFOMATIONt FLOOD ZONE- NOTE
I
TRYON INVESTMENT PARTNERS, LLG PER FEMA FLOOD IN50RANGE RATE MAP
e0I0 BANDFOIRD WAY #312005100K WITH AN EFFECTIVE DATE OF
RALEIGH, Nr, 2766-2152 APRIL 16, 2013 THIS PROPERTY LIES IN A ZONE X
PI f qlcl-459-lclqq WHICH 15 OVT51DE OF A FLOOD ZONE.
PLAT OF COR , RECTION FOR STREET NAMES
TRYON 5USVIVIVON PHASES 4 AND 5
. . .. ....... .. ....
KW, E COMM
TRYON INVE TML IT PARTWR5, LL6
,ROAD
NOTE -5:
1, ALL AREAS WERE ( oMPUTfD BY COORDINATE CALCULATIONS.
2. ALL 015TANCE5 SHOWN IN THIS PLAT ARE HORIZONTAL GROUND
DISTANr,E5 UNLESS OTHERWISE NOTED.
3. TH15 SURVEY 15 SUBJECT TO THE FINPIW-6 OF A COMPLETE AND
A(,( URATE OPINION OF TITLE AND DOES NOT NE( E55ARILY SHOW
ALL ENCUMBRANCES ON THE SUBJECT PROPERTY.
4. TH15 PROPERTY 15 SUBJECT To ALL EA5EMENT5, RESTRICTIONS,
RIGHT-OF-WAY, UTILITIES OF RECORD, AND AC-A;?E5M8NTS, IF
ANY, AS THE SAME MAY APPEAR IN PUBLIC REGOPD5, IN THE OFFICE
OF THE RE615TER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY
TAX OFFICES OR WHICH MAY HAVE BEEN AGOUIRED'BY PRESCRIPTIVE
USE.
5. MAINTENANCE OF PUBLIC PRA44A6E EA5EMENT TERMINATES AT END OF
PIPE / STRUCTURE. REMAINDER OF EASEMENT SHALL BE PRIVATE,
6. No DEED RESTRICTIONS ARE RECORDED AT THIS TIME.
i. RESTRICTIVE COVENANTS AND HOA DOCUMENTS RECORDED IN 05 _Q10a9_
Pe. .2119�qL02QQL,
b, RECREATION REQUIREMENTS MET THROUGH RECREATION FACILITY FEE,
IT. %BJr:GT PROPERTY 15 SUBJECT TO CASE NO. RZ-14-02 AND ALL
ASSOCIATED CONDITIONS.
10. THE STREAM BUFFERS AND WTLAN05 5HALL REMAIN NATURAL
AND UNDISTURBED EXCEPT WHERE PERMITTED IN THE WAKE FOREST
U00 AND APPICABLE STATE OF FEDERAL A65WES.
11. EASEMENTS: A. "NEW 3' CITY OF RALE16H UTILITY EASEMENT " ALONG
ALL LOTS FOR WATER METERS, CLEANOUT5, AND
FIRE HYDRANTS THAT 00 NOT FALL WITHIN THE R16HT
OF WAY SECTIONS ME TO THE PRESENCE OF
SIDEWALK AT THE R16HT OF HAY BOUNDARY.
B. LOTS ARE SUBJECT TO A 5' UTILITY EASEMENT
ENVELOPE.
C. ALL EASEMENTS ARE CENTERED ON PIPE/ FACILITY/
UTILITY UNLESS OTHERWISE NOTED.
D. CONSERVATION EASEMENTS SHALL REMAIN IN
NATURAL, 5ENIC, OPEN OR WOODED GONDITION5
(IF APPIGABLE).
E. HATER AND SEWER SERVICES SHOULD NOT EXTEND
INTO THE WATERSHED.
12. MAINTENANCE OF LANDSCAPED MEDIANS IN PUBLIC STREET RI6*fT5-OF-
KAY SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION.
PLANTINry 514ALL BE PROHIBITED OVER OR IMMEDIATELY ADJACENT TO
CITY OF RALEIGH UTILITIES.
13. ALL RETAINING WALLS ARE THE RESPONSIBILITY OF THE HOME OWNERS
ASSOCIATION FOR MAINTENANCE.
14, THE PROPERTY 15 NOT SUBJECT TO ANY WATERSHED PROTECT OVERLAY
015TR16T.
15. LOTS 50 AND 51 ONLY HAVE DRIVEWAY ACCESS ON TRYON PALACE DRIVE.
LOT 52 SHALL ONLY HAVE DRIVEWAY ACCESS ON HAY HOUSE WAY.
9EFERKN6E51
DB. OJb4Oq P6. 02322
5M, 2011 Pro. 01140
05 Iq52 PG. 453
DB Iftl P& F54
013 IbO4 P6 b&
P5 815& pe ON
BM 1910 P&, 50
13M llqtlS P6 11-12
5M 2015 FIG. 1100
13M 2018 P66. 414-503
5"1 TE IATA TABLE
EX15TIN6 ZONING: ap-io (co)/smrrH CREEK CRITIAL AREA P145TRICT (SCCA).
MlNtMU
MINIMUM LOT WIDTH 50 FT
WEIGHT (UDO TABLE 2.2.
MAXIMUM ENAIE111415
SETE3ACr,5, FRONT= 20 F7
SIDE = & FT
STREET 51DE (PUBLIC R/4, = 20 FT
REAP, = 25 FT
j 200-.
N pm 5 REOPLAT5~51
66a 'V�x
NO NAME
4 5 MLATCAOPY FOR SHEET I
1110nO(b 11:16 AM JOM
UMECTION STREET NAME

... . .... .. ------- . . .....
.... ......
N/F N/F
APMOVEI) FOR REGORPIN6 BY TPIE TOWN OF WAKE FOREST JAMES J. BUR50N 4
LEOEND 07-4,3�, MONUMENT 51-T KENNETH P. PEARCE a KIMBERLY IN. BUP50N
STATE OF NORTH CAROLINA - 6O()NTY OF WAKE --------- - - ----- PROPERTY LINE(PL) Gq- NORTHING BETTY K. PF-AkCE D.B. 15523, PACE 1431
W,65 MIPER xv -7, PAGE 465 B,M�.20,12, PAGE "7&b
95 B
D.B.44, EA5TI146 215853�4,4�6' P2T!
, I' �4-52 >512i
NOT 9PVE NORTHING 515060,Oboo' �e IZ-q511 6 `
REVIEW OFF4GER OF THE PIN # I85!,O4-&2-b5I2 PIN # 1551.04-62-q505
E �FCZ�5,T �C_ THAT THE MAF' E 210 1 (T TAL)
ALL
�W _5
A RTIf
TOM or W E FOREST, EASTIN6: 214&01".6200'
TI
6ERTIFICATION 15 AFFIX( MEETS ALL 5TATUTOR OR PLAT TO MICH TH15 NAD 83(2001) 0)) Na&*515b"E 2jO.0O',(T,O,TAU
Y REQUIREMENTS FOR EASEMENT �b 00 11
RECORPINC7. 13 �o Iqjo"
1\ TE
56 �- /A
42-
5F-TBA6K LINE MWATE
PATE
EVIEN OF f LOT ADDRESS
SPT 516HT Of5TANCE TRIAN(9LE
SPACE! 6
APPROVED FOR REC.OR
DINC7 BY THE TOM OF HAKE FOREST.
2,2,05q 5F
PROPERTY CORNER FOUND 545*2458"E 0.51 Ac
7'70'/ 10'PRIVATE
0 PROPERTY CORNER SET EX15TINO I. WALL. EA
DATE TRYON 5LWIVISION 41 EASEMENT
ADMINISTRATOR A .-. A � it, 01JAC=- 1-� I
1111111 i fA
S �o�
CL j
111`1 If I I 111�itttt
11-li-lb
60h
bt ": � t3,," C,
EXISTING 20' PRIVATE N2000545"N 43
PRAINA&EEASEM ENT
T
42' 17&5 SF 11311
10' PRIVATE &4.2011 1140 11. 1 5F
0 Ac 0.2b Ac
WALL EASEMENT
EIM2041114C C22-M1ENT13-) I �-�11 - - -- -
11 .00, A01 0
60 - "I'll -
N&7*4555" 315-7.qO'N&7*4555oF
TRENT RNER AVENUE Nb714555E 43-7.121 VATE
MONUMENT DRAimcE
501 PUBLIC R/Pq 5&`1*45'55'h 383;43' r f EASEMENT
SET 1A
-1
I r-
1(95.34'
EASEMENT
N/F
RANDOLPH P. FLYNN
DEBORAH H. FLYNN
0.13, 10433, PA6E 1-745
IEXlqf 1
EXISTING ]2.0 PRIVATE ---
bb.001
1.p
SSE-
- - -------- - -
�04P& s,
PRIVATE
KA EASEMENT
B�M- lq&q,6581
PIN # 1551.04-81-C!505
EX15TIK10-
TRYON 9JWf\A5JON
PRA5155 1-3
I
&L
1 142&0 5F
- \ -
Ij ,
033 &
-
, I
I
44
10'PRIVATE
KALL EASEMENT
am 2011, P65.113-7-114
SM 2016, PS -55. 494-503
ID, , 52 455
7260 5F 7260 5F 1253 5F
I 1
1..)
1321 5FCj
-Y0 D2
1,1703 5F
O. Ar-
20,
EXISTINS, 20' PRIVATE
DRAINAGE E-
4 - 0.11 Ac 031 Ar
oil A,
I -_- 1- —1-
0.11 AC
0 1
54
(2D
PRIVATE
VRAINA6E
Dm 2011, Per--. 1131-046
WALL CASEMENT J L-01
FX6TIN6 20' PRIVATE EM 2018, PGS. 4q4-503 > Nib -1-4555"E
DRAINAGE EASEMENT PRAr)F- 3 (FA5710 2-1
40.00'
131`1-20110e6. 113-1-11460" 4
PARK
1 -so, �a
212,20 .00' L53h
t r
b"OO (p
1420 W1
15 66100 — ETP
PHA�F-5 > PRIVATE 8 8 1 qbO4 5F
55 0.23 A,
- I to ez 20, CA I -
3-r
- - �kIVATE OPEN 13414 5F
1 05 N L
[01 102 4104 (v:51 m 0 1:06 101 b
. 1 4�, 11A DRAIN' 1 0.31 Ac
100 z6 Q) tH 12 5F 12bO 5F 1260 5F -72bo 5F 12(bo 5F r�
I k� 12(,o 5F 1-� 5029� 5F tll EASEMENT SPACE- -r
72bO 5F w O -P Ac
7260 5,F l-� 7 0J.. 1 10,17 c 1 0.11 Ac 0,11.Ar, 0.1-1 Ac
EX15TIN6 m 0.18 Ac
0.11 Ar, 0.11 & I Ac PRIVATE
TRYON 9JWI\/1510N 1 �5 10' PRIVATE -V;' DRAINAGE
O
PHASES! -3 (2� p NALL EA5EmEN
14121 Q- ro
,I L Qp I
-7, PGS. 113! Q11-2� j ��) 4*7 EASEMENT
SM 201 -1146 - cr 6(9.00-lq5!5F
0 b(boo (Woo /-- U\47 I I q
13M 2016, P495.4cK-503 g: x — 4 =-- --V-8 1 8
00(a., 0.23 Ac
.00 —V8:-;r4555"E 55
0-� - (J. NO 1 20'
21.4q 567°45 55"w 225.12' 20' 5E TE�
PRIVATE.HA'( HOUSE AVENUE NEN oTY OF RALEIGH 3' PRIV L
-DRA1FP6I5--
T (.TYPj
Ob1.179 -4e
PRAINACE 50, FU5L EASEMENT (TYP" EASEMENT
EASEMENT Z,
(2�.po IWO -Op--
.00
00-00 ODO �?l 0 -,
-%.25 --
-Tcoof
15:1.25 NJ
EX15TIN6 20, PRIVATE XZ
PRAIKAC 0.22 Ar-
�A5EWNT 2
(3M.201-1 P055. 11,31 1
1. 11-511-1 116 115 V-14
(2� C� 2024 2032
FX15TIW 2004 (2�D -1 1 @
7 j! 1 7-1 ri tfi - -
Ir ' 72bo 5F 1260 �f I - 1230 5F 166i�l 5F
TRYON!9wIV[5ION 7260 5F 1310 5F 7150 5F 12bo 5F -7260 5F 12bO 5F I :=I
I =1 OJ71 Ac 51 0.1-1 Ac i5 0.25 Ar,
PHASES . 1-3 12(
�FRIVAT\\ 0.197OA5F O.n 011 Ac I a(b 0 0.1-1 Ac
0.11 Ac 1 04 O -Ii A, 0.17 Ac - -- N/F
C) E
F3M 201-7, P66.113-1-1146
5M 201b, P654414-503 4 4�-
C) 461
OPEN RANDOLPH P, FLYNN d
b 00 b Q q7&0 5F
PHASE 3 (EXI5TINr,) &J. 0., q3�96 I DEBORAH H. FLYNN
5&7*45�55"K 255Dt 5FACE I� .00 8200 52.00 4. 0 0.23 Ac P.B. 4523, PAGE 456
Alt v
PHASE 5 85.00' 58,74555"K 326.001
31,567 5F L fqbq, PAGE 655
072 A( C�- to B.M.-m-22"
t`j Kj sb),Rb�-;q I
t'j, PIN # 1551.04-11-1358
20' 1 -!
PRIVATE !Cq23 5F
Q� q8,40 5F 025 Ac
MAINA6E 12-9� 12(4 1. 13 154 4 .5,5 =1 c,
125 1 -21vo
EA5RIENT qb4o 5F q&40 SF rij q&40 5F cl,�140 5F ril
10222 5F rvr. q&40 �r- 9640 5F it 0.23 Ac 10605 5F
0.23 Ac 0.24 Ac,
0.23 Ac 0.23 Ar, 0.23 Ac
0.2-3 A 0.2-9 Ar- 0.23 Ac C�
!N 10200 ,�F iO2OO 5F rfl10200 c
tai a0.23 & IM 0.23 Ac 0.23 c C�2D2
C) C
ku- 833._-
(::Dq[L1fb-bbD )1 (3 -10- PRIVATE
b�
b2.00 50-1 DRAINAGE EASEMENT
C52.00
&5,00. A M.001 0-0
&5,00' ---P2
20' /-NOf*3b'II"H
58-11*4555"N 1154.54'
P-- SHEET 2 PRAINASE EAsFmiw a:3.2(
--- — — o' e, e,0.00 5HEET 2
PRIVATE rnP InQ Rt=T=eJ4 I ANF 51�IEET 3 Rt 5HEET 3 MATCHUNE
DRAINAGE- MEDIAN EASEPENT
33'6UR5 RADIUS
lP
O
1,40
MEDIAN _ MEDIAN
6101 PUBLIC, RM NEW cirY OF RALEI&I 3'
M UTILITY EASEMENT (TYP,I 413
SET 5b7"4555"N 354.33'
innn
Al
,-�6t�4
14
1-465 20, mm,iw
L4(94 DRAINAGE
10, PRIVATE
-1-463 EASEMENT
20'PRIVATEZ' i
20i:2A ir I WALL EASEMEN.)
PRIVATE 1-462 z j 11q
EASEMENT DRAINAGE f=uTufzE
I N Soo< OF OAFS 20 1 a FAOQ R
0-10
60'PLBLIC RM
N81'4555"E 94AT
MON)WISIT
SET
PRIVATE
PRAINA6E
EASEMENT
EIM2041114C C22-M1ENT13-) I �-�11 - - -- -
11 .00, A01 0
60 - "I'll -
N&7*4555" 315-7.qO'N&7*4555oF
TRENT RNER AVENUE Nb714555E 43-7.121 VATE
MONUMENT DRAimcE
501 PUBLIC R/Pq 5&`1*45'55'h 383;43' r f EASEMENT
SET 1A
-1
I r-
1(95.34'
EASEMENT
N/F
RANDOLPH P. FLYNN
DEBORAH H. FLYNN
0.13, 10433, PA6E 1-745
10' PRIVATE
EA5E"'�E�4T-- Nbl-4555-TE- q5111-1
EXISTING ]2.0 PRIVATE ---
bb.001
bb.00,
66.00, bb.00,
qq.52'Sor
B�M- lq&q,6581
PIN # 1551.04-81-C!505
DRAIKA6C EASEMENT
EXISTIW-,
TRYON 9JWIVISION 13M.2011 1140
- -
2012
(2�2D4
-Y0 D2
40
q3 412
-It EASTIN69
>
PHASE5 1-5
BM 201' 1, PC-,5.113TI-1146 act
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0 1
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60 SiTRYON
2
'72(
90 9F
72bo 5F 1260 5F
ra
13521
-7
11011 5F
PHASES 1-3
IO'PRIVATE
0.17 Ac
OJ7 A,
0.11 Ac 0.17 A,
5F
J5 031- ��Jf 1
5;
0,25 Ac
Dm 2011, Per--. 1131-046
WALL CASEMENT J L-01
FX6TIN6 20' PRIVATE EM 2018, PGS. 4q4-503 > Nib -1-4555"E
DRAINAGE EASEMENT PRAr)F- 3 (FA5710 2-1
40.00'
131`1-20110e6. 113-1-11460" 4
PARK
1 -so, �a
212,20 .00' L53h
t r
b"OO (p
1420 W1
15 66100 — ETP
PHA�F-5 > PRIVATE 8 8 1 qbO4 5F
55 0.23 A,
- I to ez 20, CA I -
3-r
- - �kIVATE OPEN 13414 5F
1 05 N L
[01 102 4104 (v:51 m 0 1:06 101 b
. 1 4�, 11A DRAIN' 1 0.31 Ac
100 z6 Q) tH 12 5F 12bO 5F 1260 5F -72bo 5F 12(bo 5F r�
I k� 12(,o 5F 1-� 5029� 5F tll EASEMENT SPACE- -r
72bO 5F w O -P Ac
7260 5,F l-� 7 0J.. 1 10,17 c 1 0.11 Ac 0,11.Ar, 0.1-1 Ac
EX15TIN6 m 0.18 Ac
0.11 Ar, 0.11 & I Ac PRIVATE
TRYON 9JWI\/1510N 1 �5 10' PRIVATE -V;' DRAINAGE
O
PHASES! -3 (2� p NALL EA5EmEN
14121 Q- ro
,I L Qp I
-7, PGS. 113! Q11-2� j ��) 4*7 EASEMENT
SM 201 -1146 - cr 6(9.00-lq5!5F
0 b(boo (Woo /-- U\47 I I q
13M 2016, P495.4cK-503 g: x — 4 =-- --V-8 1 8
00(a., 0.23 Ac
.00 —V8:-;r4555"E 55
0-� - (J. NO 1 20'
21.4q 567°45 55"w 225.12' 20' 5E TE�
PRIVATE.HA'( HOUSE AVENUE NEN oTY OF RALEIGH 3' PRIV L
-DRA1FP6I5--
T (.TYPj
Ob1.179 -4e
PRAINACE 50, FU5L EASEMENT (TYP" EASEMENT
EASEMENT Z,
(2�.po IWO -Op--
.00
00-00 ODO �?l 0 -,
-%.25 --
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EX15TIN6 20, PRIVATE XZ
PRAIKAC 0.22 Ar-
�A5EWNT 2
(3M.201-1 P055. 11,31 1
1. 11-511-1 116 115 V-14
(2� C� 2024 2032
FX15TIW 2004 (2�D -1 1 @
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PIN # 050.02-88-61544

N/F KIN65 GLEN DEVELOPMENT, /LLC
D.B. 15388, PAGE 2554 El M. 1gl0,
PAGE 50 PIN # 1851.04-60-552(b
Q,
APPROVED FOR RECORDINGS f3Y THE TOWN OF WAKE FOR[ -5T
STATE OF NORTH CAROLINA -- COUNTY OF HAKE
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B:M, Iei9t, PAGE biq
PIN # 1850.42-78-4506
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5TELLA F. DAN15KA
P.B. 2382, PA(5E 2q
B.M.Mb, PAGE 34
PIN # 1850.42-68-2214

LN
APPROVED FOR RECORDING BY THE TOWN OF WAKE FOREST
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,
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20.31
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11.02
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D.B. 153gi5, PAGE 2554 B.M- iq-10,
PAGE 50 PIN # 1851.04-60-5526
WF KIN65 6LEN WOA,
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PLAT OF CORRECTION: "THE PRIMARY PURPOSE OF TH15 PLAT
15 TO CORRECT STREET NAMES PREVIOUSLY RECORDED IN
BM. 2018 P05. 2114-2182 HAKE COUNTY RE:715TRY. NO
FURTHER GHANGE5 OR 1REV15ION5 ARE BEING MADE PER TF115
REGORDINO. ALL OTHER INFORMATION FROM THE PREVIOUS
RECORPINO REMAIN5 IN EFFECT"
,ygi\ii#i##►#1 1
CA
LINE TABLE FOR HALL EASEMENT
LINE
BEARING
D15TAN6E
L370
566°36'00"E
_ 3t 84
1-374
587°4555"N
20q.86
L572
SOq°16'0'7"W
q•I.g0
1-313
N88°01'04"E
9530
1-374
NOI°58'56"H
1.00
L375
Nbb'01'04'1 1
95.30
{--L37-6
SON°IV0711"I
90.54
1 L377
567'4555"A
202.50
^
L378
NO2°14'05"N
q.00
1.379
501°3740"H
3.00
L38O
N08°22'20'H
50.35
L361
NOO°2b54'H
44,21
L382
NOO°0150"H
30.31
1383
N874648°E
Sq.06
L364
NO2°13'12"W
6.00
1-385
585'59'03"H
102.53
1-366
N81°46'48"E
84.44
L381
N05'48221H
30.31
1-368
NOO°2654"H
84.21
1.389
NOS°2220"H
50.35
1-3610
5741°51117"E
23.27
L3gl
NS1'4555"E
6811
L3g2
N4°32'14"E
9.74
1-3413
N55°502"Eu
q.72
1384
588°1457H
7hl
L3415
NOl40106"N
67.11
1_3gb
574 3315"W
43.1b
L341
N81°45551E
63.18
L398
518°21'01"N
31-38
L3gq
N78°06'ib"E
117.35
L400
N04°07'21"H
IO.Oq
L401
N78°0616"E
115.42
L402
532°4357"E
gb.10
L403
N32°4351°H
10.01
L500
N674555°E
24164
L501
NO2°14'05'H
100,01
EXI5TING
YON 5 ENVI5fON
PHASES 1-3
2011, PG5. 1131-1146
2018, PGS. 4q4-503
EXI5TING
TRYON SMDIVISION
PHASES 1-3
BM 2011, P65. 8831-1146
BM 2018, P65. 4414-503
125 I iib 1 127
LINE TABLE FOR HALL EASEMENT
LINE
BEARING
015TANGE
L404
.--..._. __.._.....___..
120.36
1-405
N63 °51'34"E _
iKi.27
L406
545°i6'Iq"E
65.38
1-407
548°4,0"45"14
115.67
L405
N41°10'154N
IO.00
L40q
548°4q`45°H
115.41
L410
530°Et 25°E
39.31
1.411
N48°33:32"
10;00
L412
N41'2626W
6q.10
[.413
%4`2752"E
12.46
1-414
N44°18'35 W
1056
L415
1164°21'52"E
15:86
L416
N41°262$"W
64,4$
1-417
NbO*32'33"E
12.14
L415
522°33'22"W
10.02
L41q
N87°4555"1
61hi
L420
NOq°58'24"H
30.04
L.42t
Nlq°37'40'14
10241
L422
S10°22'20"W
1000
L423
Niq°31'40"W
25.34
1-424
NOq°58'24"H
_IIJ4
31.43
L425
NO3°43'26"W
15.118
L426
N81'4555"E
67h1
1-427
N87°4555"1
10.00
1.428
NO2°14'05"H
gO.Oi
L42q
N87'4555"E
241-:00
1-430
502°1405"E
7843
L431
Nli°4674"1
4.3.3
L432
512°44'16"H
5.00
L433
N874555E
86,97
L434
NO2°1647'14
72,38
1-435
N87°47'2q"E
58.'rl
L436
NO2°12'31"H
qQp
L437
N87°41'29"1
58.71
L438
_
NO2°1647"14
72.38
L43q
N88°22'28'E
Ut252
FRIVATE
OPEN
5PAGE 5
"3
40
N44"35'02"E
36.00`
(MEDIAN TIE)
L406
(TIE TO
WALL
EASEMENT)
,� .. 42
-0>
X'
L4fl, WALL EASEMENT
Gar•
C".
a
414 Lk�� �k2�
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EX1
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PA5ES 1w ea ey4
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BM WIT %5. 1137-1146 p
BM 201$, PGS. 4114-503 r r r
� � p Qr
©� WALL EA5EMENT q G32 L41q Ugh c� °o o° ^h.
a 5 L4i2
1-42
1-427(TIE)
TRENT RIVER AVENUE N83°01'06"E
50` PUBLIC, fi2M 36.15'
L415 L-
V � p4C�i
EXISTING
TRYON 9JBVIV1510N
PHASES f-3&ely " j
BM 2011, P65. 1137-8146 �.+'" "� ""' �� �� Q
BM 2018, P65. 4`14-503
P0(�KE ©T' ' 1-435 L43b .... _ ..._.
PARK rn
n Q
PRIVATE �`� 1.437 Z rn
105 10
WALL EA5EMNT o
,yo. 1-411
L432 640 L433
0. 555°05'05'H
riE
43.05'(TV
HAY HOU5E AVENUE 488°ra'52"E
34' PUBLIC WN CLOO'
11' 111 11'x. 114 113 112 111 110 2 L NeWW35"E
36.0'6' (TIE)
i30 132
( p 1-313
140 I 1►4b iATi ON
51TE
LOT #156
L3M
Sp
L371
L310 (TIE) WALL EASEMENT
RECORDED IN BOOK OF MAfi'S 2018 F'A0E Qn%�
SKEET
7 OF c
134 ( 135 1 51
-481
y L485 1-488 6q5
a _
L4&O
01 1-486 HEDI.AN ... _..
C'G._
.g3 1
..1-3
L385 (TIE)
�� 41
WALL EASEMENT --___.. If
11km
O EN y
5PALE fl
WALL EASEMENT
4I
I Up
Z1 D n
20
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70
z
N/F
RANDOLPH D. FLYNN $
DEBORAH H. FLYNN
013. 10433, PAGE 1145
B.M, 1988, PACE 658
PIN s# 1851.04-81-1808
EIP -
,�( N/F
`t�l RANDOLPH D. FLYNN 8
v DEBORAH H. FLYNN
z p D.B. 4523, PA 5E 456
B.M. tg8q, PAGE 658
PIN # 1851.04-qi-1358
1-482 w+''IV
t
63cu484 (MEDIAN TIE)
`g8 G89 U
5HEET 2 MATGHL PNE
COFFER f3EEC H LANE!
/`502°12'50"W 6'O' PUBLIC R/Y1
/ 36.11' (MEDIAN
TIE) #li r too
FUTLRE
FHA:=
LAND USE CMMLTANT'S PLANNERS ! LANDSCAPE DESIGNERS t SURVEYORS/ EN ikff S
3803, Lmnpuifx p Snit ,j Rat O, X(C ,Z7bQ9, Pdone 4th i,?$t 1131111, Fa7c�i41 Z8 ,12i�R Fruit PCr# a N.nGatf r�tgtl atia t mtt p; c41.8.8
DF2EST 5t1RV1rYEU BY: SB UF2;1 BY: .b Gt;EG d GLS Br': D13
[SATE: N(OV191WR q, 2018 ORA-HIN6 1O" URAWI Nom_
•-----� - --- -- PHASE 4 5 PLAT
COUNTY P.I.NTS) _ 18Mi-"14"�12gi 200-2&-111Ktraolb -1:51 AM JOHN
I"=80', 20,NI%, R-10 011 Z-2gA4-5` g*-oo2,wi MON MA 5 RE(WLAT5vPM% 445 PLAT OF 40WErVON STREET NAMES
i�
6+7RVE TABLE FOR HALL EASEMENT
.--..._. __.._.....___..
CIURVE
_
DELTA
RADIUS
ARG
TANGENT
-�
CHORD GHORD 5FARING 1
G30
G3
fi5°2250"
42'42441'
_ 11.76
l.lb
20 271
5.711
11.40
F 3.03
PUS 531 4b 27"H 71
5.65 543°,06'28 H
632
20'11,00"
-221W37-
12,20
4.30
2.17
4.27
N81°5g39"H
G33
22.20
8.60
435
834
N8C7°59'2Q"W
G34
gt°2q'20'
32.30
51.56
33.15
-'� 46.27
542°O't'2O"W
55
qt°24'20'
22.30
y
35.61
22hq
31.94
_
u 542°0770"H
Gab
q0°04'21"
3.50
5.50_
3.50
4.45
N42°45'24°1
637
16°1412'7"
14.110
Iq.85
11.71
16.41
N44°51'23"E
G36
51°42'00"
28.08
25.34
13.61 ti
24.49
52_7°2818°H
G3q
89°5458"
18:06
2$.36
18.05
2555
_
546°3447W T
640
f44°58'22'
26.50
6.13
s 3.48
bAl
N84°4454"11
G41
53°23'34'
26.22
24.44j
13.111
23.56
t Q°0735 E
642
6S°0055"
839
12,66
8.10
11.65
N41°4352"E
643
G44
68°58127•
78°3145"
2931,
!$,23
35.28
25.02
20.13
w 14.93
33.14
23.10
_.
N48°21'O7E
N44+°4W,20-E
Mor gpinti�►►!1S'�'�ATr�R
FRIVATE
OPEN
5PAGE 5
"3
40
N44"35'02"E
36.00`
(MEDIAN TIE)
L406
(TIE TO
WALL
EASEMENT)
,� .. 42
-0>
X'
L4fl, WALL EASEMENT
Gar•
C".
a
414 Lk�� �k2�
L42<t NW
EX1
TRYON SUBDIVISION ( ksIALL EA5EMENT,o-
PA5ES 1w ea ey4
ti
r h
BM WIT %5. 1137-1146 p
BM 201$, PGS. 4114-503 r r r
� � p Qr
©� WALL EA5EMENT q G32 L41q Ugh c� °o o° ^h.
a 5 L4i2
1-42
1-427(TIE)
TRENT RIVER AVENUE N83°01'06"E
50` PUBLIC, fi2M 36.15'
L415 L-
V � p4C�i
EXISTING
TRYON 9JBVIV1510N
PHASES f-3&ely " j
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BM 2018, P65. 4`14-503
P0(�KE ©T' ' 1-435 L43b .... _ ..._.
PARK rn
n Q
PRIVATE �`� 1.437 Z rn
105 10
WALL EA5EMNT o
,yo. 1-411
L432 640 L433
0. 555°05'05'H
riE
43.05'(TV
HAY HOU5E AVENUE 488°ra'52"E
34' PUBLIC WN CLOO'
11' 111 11'x. 114 113 112 111 110 2 L NeWW35"E
36.0'6' (TIE)
i30 132
( p 1-313
140 I 1►4b iATi ON
51TE
LOT #156
L3M
Sp
L371
L310 (TIE) WALL EASEMENT
RECORDED IN BOOK OF MAfi'S 2018 F'A0E Qn%�
SKEET
7 OF c
134 ( 135 1 51
-481
y L485 1-488 6q5
a _
L4&O
01 1-486 HEDI.AN ... _..
C'G._
.g3 1
..1-3
L385 (TIE)
�� 41
WALL EASEMENT --___.. If
11km
O EN y
5PALE fl
WALL EASEMENT
4I
I Up
Z1 D n
20
Q
70
z
N/F
RANDOLPH D. FLYNN $
DEBORAH H. FLYNN
013. 10433, PAGE 1145
B.M, 1988, PACE 658
PIN s# 1851.04-81-1808
EIP -
,�( N/F
`t�l RANDOLPH D. FLYNN 8
v DEBORAH H. FLYNN
z p D.B. 4523, PA 5E 456
B.M. tg8q, PAGE 658
PIN # 1851.04-qi-1358
1-482 w+''IV
t
63cu484 (MEDIAN TIE)
`g8 G89 U
5HEET 2 MATGHL PNE
COFFER f3EEC H LANE!
/`502°12'50"W 6'O' PUBLIC R/Y1
/ 36.11' (MEDIAN
TIE) #li r too
FUTLRE
FHA:=
LAND USE CMMLTANT'S PLANNERS ! LANDSCAPE DESIGNERS t SURVEYORS/ EN ikff S
3803, Lmnpuifx p Snit ,j Rat O, X(C ,Z7bQ9, Pdone 4th i,?$t 1131111, Fa7c�i41 Z8 ,12i�R Fruit PCr# a N.nGatf r�tgtl atia t mtt p; c41.8.8
DF2EST 5t1RV1rYEU BY: SB UF2;1 BY: .b Gt;EG d GLS Br': D13
[SATE: N(OV191WR q, 2018 ORA-HIN6 1O" URAWI Nom_
•-----� - --- -- PHASE 4 5 PLAT
COUNTY P.I.NTS) _ 18Mi-"14"�12gi 200-2&-111Ktraolb -1:51 AM JOHN
I"=80', 20,NI%, R-10 011 Z-2gA4-5` g*-oo2,wi MON MA 5 RE(WLAT5vPM% 445 PLAT OF 40WErVON STREET NAMES
i�
EXISTING
TRYON 90DIViSION
(�
P14ASE5 F3
SM 2011, P66.1131 -114b
DM 200, P65. 4q4-503
D
fl
101 1102 10 1:04
4
FRIVATE
OPEN
5PAGE 5
"3
40
N44"35'02"E
36.00`
(MEDIAN TIE)
L406
(TIE TO
WALL
EASEMENT)
,� .. 42
-0>
X'
L4fl, WALL EASEMENT
Gar•
C".
a
414 Lk�� �k2�
L42<t NW
EX1
TRYON SUBDIVISION ( ksIALL EA5EMENT,o-
PA5ES 1w ea ey4
ti
r h
BM WIT %5. 1137-1146 p
BM 201$, PGS. 4114-503 r r r
� � p Qr
©� WALL EA5EMENT q G32 L41q Ugh c� °o o° ^h.
a 5 L4i2
1-42
1-427(TIE)
TRENT RIVER AVENUE N83°01'06"E
50` PUBLIC, fi2M 36.15'
L415 L-
V � p4C�i
EXISTING
TRYON 9JBVIV1510N
PHASES f-3&ely " j
BM 2011, P65. 1137-8146 �.+'" "� ""' �� �� Q
BM 2018, P65. 4`14-503
P0(�KE ©T' ' 1-435 L43b .... _ ..._.
PARK rn
n Q
PRIVATE �`� 1.437 Z rn
105 10
WALL EA5EMNT o
,yo. 1-411
L432 640 L433
0. 555°05'05'H
riE
43.05'(TV
HAY HOU5E AVENUE 488°ra'52"E
34' PUBLIC WN CLOO'
11' 111 11'x. 114 113 112 111 110 2 L NeWW35"E
36.0'6' (TIE)
i30 132
( p 1-313
140 I 1►4b iATi ON
51TE
LOT #156
L3M
Sp
L371
L310 (TIE) WALL EASEMENT
RECORDED IN BOOK OF MAfi'S 2018 F'A0E Qn%�
SKEET
7 OF c
134 ( 135 1 51
-481
y L485 1-488 6q5
a _
L4&O
01 1-486 HEDI.AN ... _..
C'G._
.g3 1
..1-3
L385 (TIE)
�� 41
WALL EASEMENT --___.. If
11km
O EN y
5PALE fl
WALL EASEMENT
4I
I Up
Z1 D n
20
Q
70
z
N/F
RANDOLPH D. FLYNN $
DEBORAH H. FLYNN
013. 10433, PAGE 1145
B.M, 1988, PACE 658
PIN s# 1851.04-81-1808
EIP -
,�( N/F
`t�l RANDOLPH D. FLYNN 8
v DEBORAH H. FLYNN
z p D.B. 4523, PA 5E 456
B.M. tg8q, PAGE 658
PIN # 1851.04-qi-1358
1-482 w+''IV
t
63cu484 (MEDIAN TIE)
`g8 G89 U
5HEET 2 MATGHL PNE
COFFER f3EEC H LANE!
/`502°12'50"W 6'O' PUBLIC R/Y1
/ 36.11' (MEDIAN
TIE) #li r too
FUTLRE
FHA:=
LAND USE CMMLTANT'S PLANNERS ! LANDSCAPE DESIGNERS t SURVEYORS/ EN ikff S
3803, Lmnpuifx p Snit ,j Rat O, X(C ,Z7bQ9, Pdone 4th i,?$t 1131111, Fa7c�i41 Z8 ,12i�R Fruit PCr# a N.nGatf r�tgtl atia t mtt p; c41.8.8
DF2EST 5t1RV1rYEU BY: SB UF2;1 BY: .b Gt;EG d GLS Br': D13
[SATE: N(OV191WR q, 2018 ORA-HIN6 1O" URAWI Nom_
•-----� - --- -- PHASE 4 5 PLAT
COUNTY P.I.NTS) _ 18Mi-"14"�12gi 200-2&-111Ktraolb -1:51 AM JOHN
I"=80', 20,NI%, R-10 011 Z-2gA4-5` g*-oo2,wi MON MA 5 RE(WLAT5vPM% 445 PLAT OF 40WErVON STREET NAMES

APPROVED FOR PE(,ORE)lNr
BY THE TOHN OF HAKE FORE51-
5TATE OF NORTH CAROLINA - COUNTY OF: HAKE
REVIEN OFFICER OF THE
TOM OF HAKE FOREfj, CERTIFY THAT THE MAP OR FLAT TO MICH THIS
CERTIFICATION 15 AFFIXED MEETS ALL STATUTORY REWREMENT5 FOR
RECORDING.
DATE
REVIEN OFFICE
APPROVED FOR RECORDING BY THE TOWN OF HAKE FORE5T.
- ��- -
DATE AKMIN151KATOP
CARO
PLAT OF GORRIE-6TION: "THE PRIMARY PURP05E OF TH15 PLAT
15 TO CORRECT STREET NAME5 PREVIOU5LYREGORDED IN
BM. 2018 P66. 2114-202 HAKE G0UN-lY RE615TRY. No
FURTHER GHANOE5 OR REV15I0N5 ARE K-INC7 MADE PER T1415
REGOR.9fNC7. ALL OTHER INFORMATION FROM THE PREVIOUS
RECORDIN6 REMAINS IN EFFECT"
CIO
: 5E
EX15TING t
TRYON 5UWIV1510N
Ul
PHASES 1-3
f3M 2011, 1766. 11314146 X
EX15TINC7 20' f3M, 200, PG -6. 4q4-503
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I
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z
104
1�0 1 102 103 1
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50T 51aiT 015TAW-E TRIANGLE
PROPERTY CORNER FOUND
0 PROPERTY CORNER 5ET
DATUM CONTROL POINT
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,a GONG MONUMENT 5ET
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EA5TIN6 21483111/000'
RAI) ,53(2001)
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PHASES 1-3
-1
13M 2011, P155.113,74146
13M 2015, P66- 4114-503
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vt
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45
I EX15TIN6 20' PRIVATE —
VRAINA6E EASEMENT
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L44
ko <,
L46
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BM WIT P65. 1131-1146
I
5M 200, PGS. 4q4-503
j
N/F I N/F
KENNETH R. PEARCE JAME5 J. BUR50N
KIMBERLY H. BW50N
-MONIJIMENT SET BETTY K. PEAR6E -7
NORTHINO: bl2lbl-%' -T7, PAC D.B. 15523, PACE 143
EASTIN6 : 215b534.46' D.B. 2-1 -5E 465 B.M.2012, PAGE 16&
12 PIN # 1051.04-62-615
PIN # 1,551,04-b2-65 _05--
41
PRIVATE
OPEN
SPACE 5
2\\
0
60
'741
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0
Nl8b*4O'M"E O.q(o'
Nbq*56'25'E LqO'
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10.00'(TIE)
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Nbl*4555"E-j
I" 2(T!E)
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TRYON 9JBVIV1510N
PHASES 1-3
5M 2011, P65, jt3j-fIA61-20'
5 4
BM 2018, Pe6. 4114-503
PRIVATE
L----
Fo(�KET
L
PRAINA6E
LA
L84
NO2'14'05 qPARK
81.50'
7,
03
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PRAINA61E
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L
50
SPACE -7
L&bZ20'
PRIVATE
elb
L
L
CRAINA6E
ip
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Z—
HAYHOU5E AVENUE N5'114555"E N&1*4555"E
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50' FU , M
- — — --1
52
140 zll:l� j
L4b5 PRIVATE
L464 DRAINAeC
L463
EASEMENT
L4b
tf� 2 QT= rRT=ATl,0N
N E300< OF �-1AFF"S/ 201a FA01EE
Li4& L31
127°d5 55"E � � j �l
11.02'(71" TO
E,66EENENT)FUTURE
.,581°45'55"N Sbi*4555"N 146
(tE TO EASEMENT)
60, PuBLir, R/v4
6574555'A 50.11'
(TIE TO DRAINAGE
EASEMENT)
401'52'45"N
lbb'(TIE)
N/F
RANDOLP14 P. =LYNN e
DEBORAH H. FLYNN
D.B. 10433, PAGE 1-745
B.M. fcl5cl, PAGE= 658
PIN # 1551.04-8i-6005
NOI*32'211"E- 115,11'
(TIE) TO
DRAINAGE
EASEMENT
p
N/F
RANDOLPH P. FLYNN 4
PE50RAH H. FLYNN
0.6. 4523, PAGE 45(b
B.M. lqe>q, PAGE b55
PIN # 051.04-611-1355
5HEET 2 MATCHLINE
— 54E­ET3
(TIE FROM
mOWMENT TO
rn — k W A I -X:
Fp
-41
0
Nl8b*4O'M"E O.q(o'
Nbq*56'25'E LqO'
(TIE TO DRAINAGE
(TIE) TO
EASEMENT) —
DRA[NArvE
EASEMENT
140 zll:l� j
L4b5 PRIVATE
L464 DRAINAeC
L463
EASEMENT
L4b
tf� 2 QT= rRT=ATl,0N
N E300< OF �-1AFF"S/ 201a FA01EE
Li4& L31
127°d5 55"E � � j �l
11.02'(71" TO
E,66EENENT)FUTURE
.,581°45'55"N Sbi*4555"N 146
(tE TO EASEMENT)
60, PuBLir, R/v4
6574555'A 50.11'
(TIE TO DRAINAGE
EASEMENT)
401'52'45"N
lbb'(TIE)
N/F
RANDOLP14 P. =LYNN e
DEBORAH H. FLYNN
D.B. 10433, PAGE 1-745
B.M. fcl5cl, PAGE= 658
PIN # 1551.04-8i-6005
NOI*32'211"E- 115,11'
(TIE) TO
DRAINAGE
EASEMENT
p
N/F
RANDOLPH P. FLYNN 4
PE50RAH H. FLYNN
0.6. 4523, PAGE 45(b
B.M. lqe>q, PAGE b55
PIN # 051.04-611-1355
5HEET 2 MATCHLINE
— 54E­ET3
(TIE FROM
mOWMENT TO
rn — k W A I -X:
-41
A�r-
()
I
o>
>
. .......
46
L----
T I
46
-T-1
411 .68' (TIE TO
EASEMENT)
L
50
140 zll:l� j
L4b5 PRIVATE
L464 DRAINAeC
L463
EASEMENT
L4b
tf� 2 QT= rRT=ATl,0N
N E300< OF �-1AFF"S/ 201a FA01EE
Li4& L31
127°d5 55"E � � j �l
11.02'(71" TO
E,66EENENT)FUTURE
.,581°45'55"N Sbi*4555"N 146
(tE TO EASEMENT)
60, PuBLir, R/v4
6574555'A 50.11'
(TIE TO DRAINAGE
EASEMENT)
401'52'45"N
lbb'(TIE)
N/F
RANDOLP14 P. =LYNN e
DEBORAH H. FLYNN
D.B. 10433, PAGE 1-745
B.M. fcl5cl, PAGE= 658
PIN # 1551.04-8i-6005
NOI*32'211"E- 115,11'
(TIE) TO
DRAINAGE
EASEMENT
p
N/F
RANDOLPH P. FLYNN 4
PE50RAH H. FLYNN
0.6. 4523, PAGE 45(b
B.M. lqe>q, PAGE b55
PIN # 051.04-611-1355
5HEET 2 MATCHLINE
— 54E­ET3
(TIE FROM
mOWMENT TO
rn — k W A I -X:

STORM EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
L140
Nbq°41'31"E
34.81
L141
NO3"55'03"W
123:05
L142
N31°08'09'E
36.35
L143
N04'38'Oq'W
386.14
L144
504°38'Oq"E
420.344
L145
585°51'33"W
41.36
L146
531'0610q"W
17.06
LI41
503°55'03"E
116.1g
L148
581°2b'Ob"E
b3b2
1-141
524°07'08"E
22.11
L150
N30°4753"€
20.00
LI53
542'01'20'E
13.13
L154
547'52'40'W
20.00
L155
N42°07'20"W
42.50
L15b
N0245424E
58:61
L151
NIO°27'210W
56.35
LIM
N5q°12'0'1"W
116.37
LI59
NIO'2T27"W
67.73
LI60
N59°12'0YW
125.43
L161
N020451424E
83.40
LI62
501°35'1-7"E
283.42
L163
515'441'50"E
10:81
Llb4
N20'28'S6'E
45.38
LIb5
N63055121'€
85.31
L166
NOt°36'11"W
182.12
1-161
N844"30'22"E
84.32
LI68
531°27'47"W
28.35
Li6q
531°27'4-1"W
24.7b
L170
517°4295"E
1.441
Llll
N27l043'34"E
50.31
Lilt
N38'1492"W
bbl
L173
N2I°Oq'33"W
10.24
1114
585443'00"W
737
L115
527°43'34"W
441.10
LI1b
KW23`03"W
12.45
L171
N272450"W
20.40
LI -lb
N70'313 -1'W
14.22
Lllq
N44°25'06'W
32.44
L180
N35'1571"W
8.1b
Libl
N62°4451"W
41.15
LI82
N46°3q'42"W
19.81
LI83
N68°1054"W
26:61
LI84
N52°20'48"W
13.11
LI85
NIS"09'54"W
24.b3
LISb
N51023'12'W
q.5b
I-II
N55°01''53"W
18.30
L188
N57°10'32"W
24.30
LIBg
N8493q'27"E
gb.51
LIg0
N05'33'01"W
50.15
Ltgl
540°23'2b'r
261.00
LH2
N40°23'2b"W
225.410
LIg3
N30"48'46"W
42.78
L1014
530'4846"E
140.62
Lig5
N04"38'Og"W
386.14
Ligb
504'3€309"E
301.00
1-19-1
N372136"E
51.415
1-1418
N6I°21"38"E
57/94
Llgq
N76°46445%
IYT
L200
N25°20'44"W
8.21
L201
N34"28'280E
6.33
L202
N84°3856"W
13.22
L203
503°33,30"W
gi.gq
L204
583°21'31E
182.50
L205
50501g35"E
113.25
L206
513°43'13"W
728-1
L207
N0g°5q'48"E
116.30
L208
N23°14'03"E
t3q.86
L2Oq
5880244'O5'E
41.34
L210
5161°20'01'"E
2b.24
L211
52b'3254'E
q.4b
L212
504°4543"E
b.64
L213
501'22'2b"W
15.11
L2t4
51b'30'46'E
IC131
L215
S33°48'31"E
35.54
L21b
55ggO331"E
28.51
1-217
5725604"E
20.83
L218
.560°01'26"E
1384
L21g
5495292"E
L220
511°04156"€
Ib80
L221
525002'20"E
138.64
L222
505'iq'35"E
186.20
STORM EASEMENT LINE TABI F
LINE
BEARING
DISTANCE
L223
NII'01'044"€
115.86
L22b
NII°01'04"E
I0q.31
L221
N30°50'55"E
113.3b
L22b
NI'1"01'046E
110.04
L22q
N30°50'55"E
111.24
L230
N55°48'2b"W
Ig680
L231
572053'44E
109.34
L232
572°53'44E
11.001
L233
515'01'46E
1357
L2544
515°01'46"E
1357
L235
547°26'02"E
42.62
L23b
578°03'Ob"E
42.67
L231
5574t4''54"E
464.33
1238
N32°3q'21"E
15.00
L23q
560°05'0q'E
123.12
L240
N51035'02"W
7135
L2441
540°3'3t"E
252.06
L242
56603448"E
234,82
L243
N57°1454"W
81,69
L244
505°2254"W
64.15
L245
S4&02q'53'E
47.06
L246
526°5558"E
16.52
L241
507°2894"E
82.80
L248
50033'31'"E
56.614
L24q
540'40'06"E
1314.42
L250
514°52'07"E
75.52
L251
52q°20'35"E
80.45
L252
553°46204W
IO8b1
L253
N61"12'03"W
108.51
L254
N20°42'38"E
75.441
L255
Nbb"42'01"W
2.5b
L256
N10"40'26"W
11.54
L257
520"4238"W
73.57
L2543
N671703'W
t082
L25q
556°0652"W
75.23
1-260
505°1738"W
IOq.3q
L261
5241'04'27"E
21.78
L262
552'0890"E
64.46
1-263
525041'48"E
41.42
L264
Nbb°iq'54"E
21gbO
L265
N76052`4 -1'E
30.00
STORM EASEMENT LINE TABLE
LINE
BEARING
DISTANCE
_ LIO
NOI"3212q"W
Iq.30
LII
57q°51'17E
g0:02
L12
N43"416'E
33.38
Lia
510°521321W
18.24
Lt4
504°0-1'21"€
133.81
L15
S23642'204E
b68b
Lib
Nbb°17'40"E
20.00
LI -7
N23'442'20"NI
83.40
LIS
N04°0'1'21'W
115.02
Liq
N70°52'32'E
68.16
L20
54861q'Ob"E
3185
1-21
500021114"E
214.65
L22
584'3022"W
151.52
L23
501436111"€
153.41
L24
554`32'26'E
21.21
L25
N54"32'26'9"1
5.28
L26
NOt03b'II"W
182.12
L2q
562°17'50'E
6q.115
L30
562617'50"E
31455
L31
1`0497AWks!
g44.60
L32
57q°44'32"W
30.34
L33
565°02'4'7"W
103.32
L34
548'43350W
SBi
L35
501'36It"E
333.84
L36
501°3345"1;
g8.72
L31
Nb8°2615"E
20.00
L38
NOI°33'45"W
g8.73
Liq
N01°369F"W
324.44
L40
N48°4Y35'E
24.06
STORM EASEMENT LINE TA13LE
LINE
BEARING
DISTANCE
L266
513"0793'€
203.14
L267
540'40'0b"E
82$3
1-2bb
514°52'07'E
80:62
L2b9
5201°20'35'9:
b5bb
L270
548°211'53"E
48.15
L211
52b°5538"E
34,152
L212
5O7°2814"E
86:62
L213
518°335t"E
b2.44
L274
505'2254"N
5333
L275
540031'31"E
223.53
L2 -1b
N60°4456"W
238.g4
L2T1
505°48'23"E
180.80
L218
525'OY44"E
4bbA2
L27q
55q'12`01"E
IO:bO
L2bO
503'01'10"E
225.82
L28i
55q°4156"E
21385
1-282
N32'52'I5"E
50.15
L283
565°02'54"E
130.41
L284
524°03'34°E
4Ob5
1-285
533°3q'01' "W
12q.25
L2bb
500°4451"€
111.02
1-287
S7b°45'20"E
g3.413
L288
N76'45'20"W
87.02
L28q
508045'33"E
2157
L2gO
50094457"11
ILb3
L24i
NI6°041103"W
65.14
L2612
5870301501W
120.31
L2g3
NOq°5052"E
105.50
L2g4
N22°3"1'30"W
38.57
L2g5
N32°5298"E
60.41
L2g6
5514°41'36"€
31854
1-297
503007'10"E
243.04
L2g8
525°03'444'€
17151
L2gq
I; q'02'26"W
331.34
L300
Nig°11'84°'E
15.26
L301
N70°48'06'W
62.14
L302
57q°02'26E
287.15
L303
Ntq'11'54"E
15.26
L304
570°48'06"E
63.4b
L305
525°03'44"E
208.55
L30b
559°12'07"E
26.301
L301
NO504873"W
136.31
L308
N60°4q'Sb"W
Ilq.gl
L3Oq
N82°55'42"W
2b.561
L310
N60°44'35' "W
42413
Lb00
N8 -1"4555"E
351
L640
N16°0'151"W
13:65
1-61;1
NO2'I4'45"W
96.75
L612
502°144'05"E
gq.l8
L613
N1690T51"W
11.14
LINE TABLE FOR LOTS
SANITARY SEVER EA5EMENT LINE TABLE
LINE
BEARING
DISTANCE
L311
587645155"W
30.23
L312
N001021'14"W
(86:56
L313
564°30'22W
2bO.Ib
L314
NON"301"W
30.07
L315
N84°30'22"E
261.76
L316
N52°16'21'E
130.72
L317
N31'43'341"W
63.77
L30
N46°IO'08"W
213.14
L31q
Ni1'I133"W
1b6.20
L320
56600213211W
13gbt
L521
NOF936'11"W
32.44
L322
Nbb"02 32T-
F3q.24
L323
142804118"E
1701
L324
NOq°5q'4b"E
114:84
L325
N23°14'03"E
146315
L32b
N05°17'3b"E
73.24
1-327
58510b5q"W
30q.g8
L326
NOI'35'17"W
40:01
L32q
N85'06541'E
30q.78
L330
N05617'38"E
272.77
L331
N58°Ob'52"E
115.76
L332
567°12'03"E
131.44
L335
N53446'20`6E
10859
1-334
N41°06'03"E
145.92
L335
N24°03'34"W
122b'1
L33b
N33°31'0t"E
13a.411
L33I
NOO'445'1"W;
142:05
1-338
N86'57'4q"E
40.03
L33q
500°444 S -7"E
15b.03
L340
533°3q"OI"W
t2q.25
L541
524°03'34"E
126.38
L342
541°06'03"W
115.142
L343
553°46'20"W
135.68
L344
N6?°12'03'W
1341.40
L545
558"06'57W
75.23
L346
505'17'38'W
286.54
L341
505"118"W
83.24
L348
523014'03"W
148.02
L34q
585°39'414"W5:01
......... .
G21
L350
504105414WH
116.30
L551
528°4198"W
175:54
L352
5171014"E
IbBAg
L353
546'10'06'E
20"155
L354
531 43541"E
115.88
L555
552°1674W
156.06
L356
509°21'14'E
Ig5.41
L357
585°40'530W
253.41
L35b
SSq°4q!51"W
52.31
L35q
585°41'25'P4
300:06
L3bO
585'4147W
174;85
LINE
BEARING
P15TANGE
L450
755 520W
2q.bb
L451
569"4150"E
13.01
L452
584'31'34'E
31.bq
L453
515°51'530W
Il.11
L454
506°30151"E
14.1q
1-455
518°58'OO'E
16.38
L45b
538°1703"E
23.61
L451
535'18'448"E
23/6-7
1-458
533°2-7'ib"E
38.54
L45q
534'12'24"E
12.2q
L460
535'014'41"E
5081
L461
536°04'03"E
3355
L4b2
S4b°24'2q"W
22161
L463
5014°0651"W
10.20
L464
53q'4545"H
7.14
L465
523°30'44"W
14.28
Lobb
50701542"W
17.54
REC,ORDED IN E300< OF MAPS 201,5 FAOE ()�koj%Op
SANITARY 5EWER EASEMENT LINE TABLE
LINE
BEARING
015TWE
L440
N01°36'11"W
30.03
L44-1
�NSq°41'51"9=
8b.40
L442
NOq°53'24°W
97.46
L443
N05*19'05"W
3.Iq
L444
I 504°5324E
12.28
LINE TABLE FOR CENTERLINE
LINE
BEARING
DISTANCE
LI
545°24'S8"E
6323
L2
I 501°40108"E
5q 86
CURVE TABU FOR GENTERLINE
APPROVED FOR REGORDIN0 BY THE TOWN OF WAKE FOREST
STATE OF NfJRTW C - CaN Y OF WAKE
I, OW
y. REVIEW OFFICER OF THE
TOF I OF HAKE FOREST, ERTIFY THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFF, MEETS ALL STATUTORY REaNREMENT5 FOR
RECORDIN6.
it -16-11
DATE iREV1 NI OI~!*IGI R
APPROVED FOR REC.OR17IN6 BY THE TOM OF WAKE FOREST.
114 9 -2051 v
DATE ADMINIAATOR
GURVE
DELTA
RADIU5
ARC
TAN6ENT
CHORD
Ch10Rp BEARINC7
GI
43°44'50"
254:00
140
140.37
1862E
523°3233"€
G2
Sg°245103"
43.00
67.12
4258
6051
546'57'01"E
G3
180°O'OO'
4300
135.09
3224674142.$8
86:00
561°45'55"W
64
40"33'57"
43.00
61.147
43.43
61.11
N43'0253'E
LINE TABLE FOR CURB MEDIAN
LINE
BEARING
DISTANCE
L470
N45'24'58'W
63.23
L411
N01'°40'08"W
12,45
L412
N8809952'E
q.00
1-4-13
50[°40'08"E
12.45
L414
545°2458"E
63.23
L415
N88'Iq'52"E
11.00
1-4'/6
NOI"40'08"W
115.tq
L411
588°101152"W
q.00
L4I8
501040'08"€
115.,q
L41(l
NO2"14'05"W
13.00
L480
NO2't4'O5"H
13DO
L481
58`7°4555"W
l.lq
L482
NW5111"E
13.00
L483
N01 °40'08"W
5.46
1-4484
501°401OS'E
5.42
L485
NO2'14'05"W
9.00
1-486
587°4555"W
163.10
L487
502°14105"E
13.00
L456
N8714555"E
163.10
148q
581'4555"W
881.14
L4gO
NO2"14`05"W
14.00
L4gI
N61°4555"E
887.74
L510
N88°31'11'"E
13.00
L550
501"40'08"E
112.88
L551
NOI'40'Ob"W
17284
CURVE TABLE FOR LATS
0."
DELTA
RADM
ARG
TANGENT
CHORD
C440FRD BEARING
G5
03°Ib71"
295.00
Ib:Bb
8.43
16:$b
543°4645"E
Gb
01°56'32"
245.00
10.00
5.00
fOAO
5410WIVE
G7
F4°OY33"
2145.00
72301
36.38
12.21
533'10'12'E
G8
1444'42"
2145.00
1334
36!86
13:15
519.011051E
Gq
11'52)OT
295:00
411.10
30;66
bO:gq
505"51'443"€
CFO
142'1214"
25DO
40:23
25.88
3603
1446"0753"W
611
841°2603"
25.00
3q.02
24.15
35:18
N43°0253'E
G12
90"335?°
3550
56.11
35.85
50.45
N46'5T071W
113
55°3353"
11:50
Ibg7
14.22
16.31
NSg°58'S8"E
114
853414'
6650
11142
13.41
9851
580°01'41"W
615
40°05'28"
25DO
F7.4q
61.12
11.14
572°1!122 E
016
814°26103"
25.00
34.02
24.15
35:18
543"0253"W
G17
40°3351-
241.170
3152
2515
3553
546°5 F'OTE
GIS
89°2603'
2540
3842
24.15
35.18
54340253"W
Gm
40133571
25DO
3852
25.25
3553
548'S1'97"E
020
816"04'29"
25:00
315b
23.34
3412
54414V40"W
G21
33"5124"
205.00
12114
62.40
11434
5154141WE
122
1361455"
205.00
41.40
2361
41.30
5W4T31"E
123
40100 0"
25.00
30121
2540
35.36
542'4555"W
140002'28'45"
.....
......
1514.22
6552
32.77
6552
5F2°01'241"W
7i05
410'0000"
3500
34.27
25:00
3536
N41414'05'W
MEDIAN 6URVE TABLE
CtRvE
DELTA
RADIUS
ARG
TANGENT
CHORD
CHOW BEARING
670
44°00100"
4.50
7.01
450
bib
N43'iA52 €
C11
841'4841"
250
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PLAT OF CQRRECTION: "THE PRIMARY PURPOSE OF THIS PLAT
15 TO CORRECT STREET NAMES PREVIOUSLY RECORDED IN
13M. 2018 P65. 21-74-2182 WAKE COUNTY RE015TRY. NO
FURTHER 6HANOE5 OR REVI51ON5 ARE 15E1N(5 MADE PER THI5
REGORDIN0. ALL OTHER INFORMATION FROM THE PREVIOUS
RE60RDIN(5 REMAIN5 IN EFFECT"

U.S. ARMY CORPS OF ENGINEERS?';�y0
WILMINGTON DISTRICT
Action Id. SAW -2014-00200 County: Wake U.S.G.S. Quad: NC-ROLESVILLE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Tryon Investment Partners, LLC 7
J. G. Loftin Jr.
Address: 8310 Bandford Way
Raleigh, NC, 27615
Telephone Number; 919-781-3744
Size (acres) Nearest Town Wake Forest PA
Nearest Waterway Austin Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.9759464858434
Longitude: -78.466238969236
Location description: The project site is approximately 131 acres located adjacent to Oak Grove Church Rd., near the town
of Wake Forest. Wake Countv. North Carolina. Aauatic resources on site flow to Austin Creek, located in the Neuse River
basin.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary fl) will treat all waters and wetlands that
would be affected in anyway by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved 7D, which is an appealable action, by contacting the Corps district for further
instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33
USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your
property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to
obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC §
1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
K There are waters of the U.S., including wetlands, on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

SAW -2014-00200
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified
by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon completion. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five
years.
X The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on January 30, 2017. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact James Lastinger at [phone] or
James.C.Lastingerna usace.army.mil.
C. Basis For Determination: See attached Approved Jurisdictional Determination Form
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by March 30, 2017.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

SAW -2014-00200
Corps Regulatory O
Date:
Expiration Date: 01/30/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
hqp:Hcorpsmgpu.usace.army.mil/cm apex/f?p=136:4:0.
Copy Furnished:
Soil and Environmental Consultants
Attn: Kevin Martin
8412 Falls of Neuse Road, Suite 104
Raleigh, NC, 27615

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 30, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:CESAW-RG-R, Tryon subdivision, SAW -2014-00200
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Wake City: Wake Forest - King's Glen, Form 1 of 4 - Perennial/Wetlands
Center coordinates of site (lat/long in degree decimal format): Lat. 35.972893 ° N, Long. -78.465138 O.W.
Universal Transverse Mercator:
Name of nearest waterbody: Austin Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Smith Creek
Name of watershed or Hydrologic Unit Code (HUC): 03020201070070
0 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
j Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Q Office (Desk) Determination. Date:
Field Determination. Date(s): Jan. 24, 2014
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are -no; "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
r Waters subject to the ebb and flow of the tide.
t, Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Ari "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): 1
M TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
1: Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
�' Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: 0.94 ac. pond; 5,533 steram linear feet: 4.5 width (ft) and/or 0.57 stream + 0.94 pond acres.
Wetlands: 8.37 acres.
c. Limits (boundaries) of jurisdiction based on:1987:Dehneati6n Manual
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: Site visit 1/24/2013 with James Lastinger of USACE. Marginal wetlands were determined to be non -
jurisdictional based on lack of hydric soils and/or wetland hydrology.
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III. F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 18,719 (HUC14)acrej
Drainage area: 881 (RPWs A, C, G, I) _acres
Average annual rainfall: 46.9 inches
Average annual snowfall: 2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows throughPck'I ist tributaries before entering TNW.
Project waters are Prpk Lis river miles from TNW.
Project waters are Fick Lis river miles from RPW.
Project waters are Plcl`a1s;�s aerial (straight) miles from TNW.
Project waters are Pick Lisp aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5: Austin Creek (Project Feature A) Flows south and west into Smith Creek.
Tributary stream order, if known: Austin Creek (A) becomes 3rd order as per 2013 USGS Quad within the project site.
° Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
S Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands
❑ Cobbles ❑ Gravel
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
❑ Concrete
❑ Muck
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pck;Isi
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Ptck,Ls. Characteristics:
Subsurface flow: Unknown: Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
❑ changes in the character of soil
❑
destruction of terrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
❑
sediment sorting
❑ leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
EHigh Tide Line indicated by: EJ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: Water is clear.
Identify specific pollutants, if known: N/A.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
7Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is::PcltIsst. Explain:
Surface flow is: Pickrlsti
Characteristics:
Subsurface flow: Pic'"`li'st. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pirkist river miles from TNW.
Project waters are P caerial (straight) miles from TNW.
Flow is from. f?Ir+t.
Estimate approximate location of wetland as within the floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: Water color is clear, with few areas of iron oxidizing bacteria.
Identify specific pollutants, if known: N/A.
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: )<'ck•-List
Approximately ( ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? WN) Size (in acres)
Summarize overall biological, chemical and physical functions being performed: Water filtration, habitat for aquatic
amphibians, macrobenthos, and larger wildlife.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IIID:
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSIWETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
a ! Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Although no specific E/I/P determination was made by NC-DWR, stream characteristics indicate
perennial flow in portions of tributaries C (below pond), G, I, and A (Austin Creek).
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 5,533 linear feet4.5width (ft).
Z. Other non -wetland waters: 0.94acres.
Identify type(s) of waters: Pond within Feature C drainageway.
Non-RPWs' that flow directly or indirectly into TNWs.
El Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Wetlands have direct tie-in connections to RPWs, and flow into RPWs.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in -Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 8.37 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which the are adjacent and
.. j a►y Y J
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
0 Demonstrate that impoundment was created from "waters of the U.S.," or
Ef Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
;a Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA -STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
Bi which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
fl which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
'See Footnote # 3.
'To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
"Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
j Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:SOil and Envrionmental Consultants.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
E❑ Data sheets prepared by the Corps:
❑; Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:2013 Rolesville USGS Quad.
® USDA Natural Resources Conservation Service Soil Survey. Citation: 1970 Wake Co. Soil Survey, Map Sheet 11.
National wetlands inventory map(s). Cite name:
R£` State/Local wetland inventory map(s):
FEMA/FIRM maps: Wake Effective Database MAPFLDHAZLN shapefile.
0 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):2010 by NCOneMap.com.
or ❑ Other (Name & Date):
E Previous determination(s). File no. and date of response letter:
D Applicable/supporting case law:
❑; Applicable/supporting scientific literature:
El Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook,
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 30, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:CESAW-RG-R, Tryon subdivisio, SAW -2014-00200
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Wake City: Wake Forest - King's Glen, Form 2 of 4 - Intermittent/Wetlands
Center coordinates of site (lat/long in degree decimal format): Lat. 35.973602 ° N, Long. -78.465869
Universal Transverse Mercator:
Name of nearest waterbody: Austin Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Smith Creek
Name of watershed or Hydrologic Unit Code (HUC): 03020201070070
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
1 Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
12.Office (Desk) Determination. Date:
Field Determination. Date(s): Jan. 24, 2014
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There A� "navigable waters o the U.S." within Rivers and Harbors Act RHAjurisdiction as defined by 33 CFR part 329 in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
[] Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There pre "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
.1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):'
TNWs, including territorial seas
Q Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
0 Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
E3. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
M Impoundments of jurisdictional waters
El Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S, in the review area:
Non -wetland waters: 551 stream linear feet: 2.5 width (ft) and/or 0.03 acres.
Wetlands: 0.17 acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delmgstion Manua4
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: Site visit 1/24/2013 with James Lastinger of USACE. Marginal wetlands were determined to be non -
jurisdictional based on lack of hydric soils and/or wetland hydrology.
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are `relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section IH.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 18,719 (HUC14)acre
Drainage area: 20.27 (RP Ws C (above Pond), Intermittent section of H) ;acres:
Average annual rainfall: 46.9 inches
Average annual snowfall: 2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
® Tributary flows through g tributaries before entering TNW.
Project waters are 1=2 river miles from TNW.
Project waters are V 'Jessriver miles from RPW.
Project waters are .12 aerial (straight) miles from TNW.
Project waters are 1'(or'less) aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5: Project Feature C into Feature G into Feature A (Austin Creek) into Smith Creek.
Tributary stream order, if known: 1st order.
'Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ® Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 6 feet
Average depth: 3 feet
Average side slopes: X4.
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Sloughing banks observed in some areas.
Presence of run/riffle/pool complexes. Explain: Slight.
Tributary geometrylatiI sraigt
Tributary gradient (approximate average slope): 3 %
(c) Flow:
Tributary provides for seasonal"floV1s
Estimate average number of flow events in review area/year: 11;20
Describe flow regime:
Other information on duration and volume:
Surface flow is: Discregnd coned. Characteristics:
Subsurface flow:filriown?. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM' (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
® changes in the character of soil
❑
destruction of terrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
®
sediment sorting
® leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.1 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
Ej High Tide Line indicated by: 0; Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: Water is clear.
Identify specific pollutants, if known: N/A.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
7Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
Z. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.17 acres
Wetland type. Explain: Headwater.
Wetland quality. ExplainTair, small size.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is:nxermittentl. Explain:
Surface flow is: Goniined;
Characteristics: Flow confined within natural valleys.
Subsurface flow: I7nitn! Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
® Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are ` river miles from TNW.
Project waters are V, aerial (strraight) miles from TNW.
Flow is from:Watlanil".0 . garrswiters.
Estimate approximate location of wetland as within the 500 -year oreater floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: Water color is clear.
Identify specific pollutants, if known: N/A.
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 2
Approximately ( 0. 17 ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Y 0.12 Y 0.05
Summarize overall biological, chemical and physical functions being performed: Water filtration, habitat for aquatic
amphibians & macrobenthos.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IIID:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWS: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: Although no specific E/I/P determination was made by NC-DWR, DWR indicated buffer start/stop points,
applicable to intermittent streams. Also, stream characteristics indicate intermittent flow in portions of tributaries C (above
pond) and H.

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 551 linear feet2.5width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
]i Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
t] Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
ED Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: Wetlands have direct tie-in connections to RPWs, and flow into RPWs.
Provide acreage estimates for jurisdictional wetlands in the review area: 0.17 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA -STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):`
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
LL ' which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
'See Footnote # 3.
s To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

[] Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
] Tributary waters: linear feet width (ft).
Q Other non -wetland waters: acres.
Identify type(s) of waters:
Q Wetlands: acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
[] Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
[] Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Q Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
%! Other non -wetland waters: acres. List type of aquatic resource:
❑: Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:Soil and Envrionmental Consultants.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
f U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:2013 Rolesville USGS Quad.
USDA Natural Resources Conservation Service Soil Survey. Citation:1970 Wake Co. Soil Survey, Map Sheet 11.
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:Wake Effective Database MAPFLDHAZLN shapefile.
L] 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):2010 by NCOneMap.com.
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter:
❑i Applicable/supporting case law:
Applicable/supporting scientific literature:
❑', Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 30, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:CESAW-RG-R, Tryon subdivision, SAW -2014-00200
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Wake City: Wake Forest - King's Glen, Form 3 of 4 - Int/Sig.Nex H Wetland
Center coordinates of site (lat/long in degree decimal format): Lat. 35.974771 ° N, Long. -78.466414 ° W.
Universal Transverse Mercator:
Name of nearest waterbody: Austin Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Smith Creek
Name of watershed or Hydrologic Unit Code (HUC): 03020201070070
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc... ) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
E Office (Desk) Determination. Date:
Field Determination. Date(s): Jan. 24, 2014
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There wrg a ,navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There A "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
TNWs, including territorial seas
Wetlands adjacent to TNWs
[]; Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
L] Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
0 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
0 Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: linear feet: width (ft) and/or acres.
Wetlands: 0.046 acres.
c. Limits (boundaries) of jurisdiction based on 1987FDe114eaton iVlanua_ l
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: Site visit 1/24/2013 with James Lastinger of USACE. Marginal wetlands were determined to be non -
jurisdictional based on lack of hydric soils and/or wetland hydrology.
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent':
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section HI.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: 18,719 (HUC14)acres;
Drainage area: 9.02 (Intermittent section of Feature H) :;.acres'
Average annual rainfall: 46.9 inches
Average annual snowfall: 2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
® Tributary flows through 2 tributaries before entering TNW.
Project waters are 1=2 river miles from TNW.
Project waters are 21o�r less; river miles from RPW.
Project waters are 12; aerial (straight) miles from TNW.
Project waters are 1�(0 lest aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5: Project Feature H into Feature A (Austin Creek) into Smith Creek.
Tributary stream order, if known: 1 st order.
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
3 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply
Tributary is: ® Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 6 feet
Average depth: 3 feet
Average side slopes:
Primary tributary substrate composition (check all that apply):
® Silts ® Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: Sloughing banks observed in some areas.
Presence of run/riffle/pool complexes. Explain: Slight.
Tributary geometry: Re�ativelysraight
Tributary gradient (approximate average slope): 3 %
(c) Flow:
Tributary provides for Seasonal:tlgfy
Estimate average number of flow events in review area/year: 'i e20.
Describe flow regime:
Other information on duration and volume:
Surface flow is: Dische a and 66PI d Characteristics:
Subsurface flow: Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑ the presence of litter and debris
® changes in the character of soil
❑ destruction of terrestrial vegetation
❑ shelving
❑ the presence of wrack line
❑ vegetation matted down, bent, or absent
® sediment sorting
® leaf litter disturbed or washed away
❑ scour
❑ sediment deposition
❑ multiple observed or predicted flow events
❑ water staining
❑ abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by:],"
Mean High Water Mark indicated by:
❑ oil or scum line along shore objects
❑ survey to available datum;
❑ fine shell or debris deposits (foreshore)
❑ physical markings;
❑ physical markings/characteristics
❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: Water is clear.
Identify specific pollutants, if known: N/A.
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
® Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.046 acres
Wetland type. Explain: Headwater.
Wetland quality. ExplainTair, small size.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is:Ephemelral iloA Explain:
Surface flow is: Coifned
Characteristics: Flow confined within natural valley.
Subsurface flow: &%wn. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
® Not directly abutting
® Discrete wetland hydrologic connection, Explain: Natural valley, non jurisdictional connection with trib.
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are? river miles from TNW.
Project waters are 2r2 aerial (straight) miles from TNW.
Flow is from :% na!►gaplg haters:.
Estimate approximate location of wetland as within the 500,=year or greater floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: Water color is clear.
Identify specific pollutants, if known: N/A.
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
® Vegetation type/percent cover. ExplainTrimary vegetated with Arundinaria.
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: L
Approximately ( 0.046 ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
N 0.046
Summarize overall biological, chemical and physical functions being performed: Water filtration.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IIID:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IIID:
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D: Wetland has a significant nexus with the intermittent section of Feature H. Wetland lies within the natural
drainageway. The adjacent wetlands, in combination with the RPW tributary have the capacity to hold/carry floodwaters to a TNW
resulting in the ability to reduce overall flood waters within the TNW. In addition, these features can provide habitat and lifecycle
support functions for species present in the TNW by providing an initial source of carbon and other nutrients available for nutrient
cycling within the aquatic regime. Leaf packs, insect larvae and other life sustaining components are contributed to the TNW from
these features. The overall physical and biological integrity of the TNW are enhanced by the adjacent wetlands and the RPW..
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
[Q Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:

Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: RPW determination for Feature H - see Form 2 of 4.
Provide estimates for jurisdictional waters in the review area (check all that apply):
[j Tributary waters: See form 2 of 4 linear feet width (ft).
Q Other non -wetland waters: acres.
Identify type(s) of waters:
Non-RPWs'that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
^' Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: s.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
3 Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
%.{. Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA -STATE] WATERS, RgCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):io
which are or could be used by interstate or foreign travelers for recreational or other purposes.
'See Footnote # 3.
' To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos

El from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
El Interstate isolated waters. Explain:
❑, Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
❑ Other non -wetland waters: acres.
Identify type(s) of waters:
❑; Wetlands: acres.
NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
❑ Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
❑; Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:Soil and Environmental Consultants.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
d; Data sheets prepared by the Corps:
0 Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:2013 Rolesville USGS Quad.
USDA Natural Resources Conservation Service Soil Survey. Citation: 1970 Wake Co. Soil Survey, Map Sheet 11.
National wetlands inventory map(s). Cite name:
Q State/Local wetland inventory map(s):
(RJi FEMA/FIRM maps:Wake Effective Database MAPFLDHAZLN shapefile.
100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):2010 by NCOneMap.com.
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
❑ Other information (please specify):

B. ADDITIONAL COMMENTS TO SUPPORT JD:

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): January 30, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:CESAW-RG-R, Tryon subdivision, SAW -2014-00200
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Wake City: Wake Forest - King's Glen, Form 4 of 4 - Int/Sig. Nex. C Wetland
Center coordinates of site (lat/long in degree decimal format): Lat. 35.976131 ° N_, Long. -78.465203 'W.
Universal Transverse Mercator:
Name of nearest waterbody: Austin Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Smith Creek
Name of watershed or Hydrologic Unit Code (HUC): 03020201070070
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc... ) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
® Field Determination. Date(s): Jan. 24, 2014
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
ThererrenQ; "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required)
[] Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Aro "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required)
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):'
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Q; Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: linear feet: width (ft) and/or acres.
Wetlands: 0.04 acres.
c. Limits (boundaries) of jurisdiction based on ,,987',I)elmeation Manual
Elevation of established OHWM (if known):
Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain: Site visit 1/24/2013 with James Lastinger of USACE. Marginal wetlands were determined to be non -
jurisdictional based on lack of hydric soils and/or wetland hydrology.
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section IH.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section HI.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: acres;
Drainage area: acres
Average annual rainfall: 46.9 inches
Average annual snowfall: 2 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through Pck'T inti tributaries before entering TNW.
Project waters are1'tek�.ist; river miles from TNW.
Project waters are PicCe List river miles from RPW.
Project waters are P�ckList aerial (straight) miles from TNW.
Project waters are P __, aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS: Project Feature H into Feature A (Austin Creek) into Smith Creek.
Tributary stream order, if known: 1 st order.
" Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pica+, -List.
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: t
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for:lPic1 List
Estimate average number of flow events in review area/year: Pk Ll t
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pc`List. Characteristics:
Subsurface flow: P",(g ist. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
the presence of litter and debris
❑ changes in the character of soil
❑
destruction of terrestrial vegetation
❑ shelving
❑
the presence of wrack line
❑ vegetation matted down, bent, or absent
❑
sediment sorting
❑ leaf litter disturbed or washed away
❑
scour
❑ sediment deposition
❑
multiple observed or predicted flow events
❑ water staining
❑
abrupt change in plant community
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
!Q High Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: Water is clear.
Identify specific pollutants, if known: N/A.
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.04acres
Wetland type. Explain:Headwater.
Wetland quality. ExplainTair - small size.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Ephemera(low. Explain:
Surface flow is: PAnf_red
Characteristics: Flow confined within natural valley.
Subsurface flow: nknon. Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑ Directly abutting
® Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
® Ecological connection. Explain: Storm flow can carry nutrients to RPW.
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are 1=2 river miles from TNW.
Project waters are d'2aerial (straight) miles from TNW.
"'
Flow is from Wetland to•paviga.e�yaters.
Estimate approximate location of wetland as within the 500 year or_gVWNrj floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain: Water is clear.
Identify specific pollutants, if known: N/A.
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
® Vegetation type/percent cover. ExplainTorested 100% cover.
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis:1
Approximately ( 0.04 ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
N 0.04
Summarize overall biological, chemical and physical functions being performed: Habitat for amphibians.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specificdthreshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D: Wetland has a significant nexus with Feature C. Wetland lies within a natural drainageway that flows to Feature C
from the east. The adjacent wetlands, in combination with the RPW tributary have the capacity to hold/carry floodwaters to a TNW
resulting in the ability to reduce overall flood waters within the TNW. In addition, these features can provide habitat and lifecycle
support functions for species present in the TNW by providing an initial source of carbon and other nutrients available for nutrient
cycling within the aquatic regime. Leaf packs, insect larvae and other life sustaining components are contributed to the TNW from
these features. The overall physical and biological integrity of the TNW are enhanced by the adjacent wetlands and the RPW.
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
El Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWs.
I] Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:

Q Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: RPW determination for Feature H - see Form 2 of 4.
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: See form 2 of 4 linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Non-RPWs$ that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW: s.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
01 Demonstrate that impoundment was created from "waters of the U.S.," or
Q Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
[� Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA -STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
'See Footnote # 3.
To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regartling CWA Act Jurisdiction Following Rapanos.

from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
El Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
r] Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
z Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
51 Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
❑i Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non -wetland waters: acres. List type of aquatic resource:
Wetlands: 0.04 acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:Soil and Envrionmental Consultants.
Data sheets prepared/submitted by or on behalf of the applicanticonsultant.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
AR Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:2013 Rolesville USGS Quad.
USDA Natural Resources Conservation Service Soil Survey. Citation: 1970 Wake Co. Soil Survey, Map Sheet 11.
N National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
FEMA/FIRM maps:Wake Effective Database MAPFLDHAZLN shapefile.
❑; 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ® Aerial (Name & Date):2010 by NCOneMap.com.
or ❑ Other (Name & Date):
❑' Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
[Q; Other information (please specify):

B. ADDITIONAL COMMENTS TO SUPPORT JD:

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: January 30, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Property Owner/Applicant:
Tryon Investment Partners, LLC
Attn: J. G. Loftin Jr.
8310 Bandford Way
Raleish, NC 27615
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-R, Tryon subdivision off site sewer line, SA'
2014-00200
D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION: This preliminary jurisdictional
determination only applies to the areas identified on the below table and map for the Tryon residential subdivision
off site sewer line.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Wake City: Wake Forest
Center coordinates of site (lat/long in degree decimal format): Lat.: 35.9759° Long.: -78.4662°
Universal Transverse Mercator:
Name of nearest waterbody: Smith Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): August 8, 2016
TABLE OF AQUATIC RESOURCES IN REVIEWAREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
Number
Latitude (decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
a licable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
Sl
35.9710
-78.4650
43 linear feet
Non -wetland
Section 404
S2
35.9699
-78.4673
47 linear feet
Non -wetland
Section 404
S3
35.9673
-78.4685
113 linear feet
Non -wetland
Section 404
W 1
35.9699
-78.4673
882 square feet
Wetland
Section 404
W2
35.9677
-78.4675
770 square feet
Wetland
Section 404
W3
35.9677
-78.4685
2,074 square feet
Wetland
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD, which does not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Soil and Environmental Consultants
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Rolesville quad
® Natural Resources Conservation Service Soil Survey. Citation: Wake County, 1970, sheet 11, 15
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FENIA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): 2013
or ❑Other (Name & Date):
❑ Previous determination(s). File no, and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later iurisdictional
determinations.
C
/ 3 7
C/ ignature an date of gulatory
staff member completing PJD
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action.

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Figure 4 - Sketch Map
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Sail & EnFironmental Consultants, Pct
YftlrM-, rnrryx..

Applicant: Tryon Investment Partners, LLC File Number: SAW -2014-00200 Date: January 30, 2017
J. G. Loftin Jr.
Attached is: See Section below
❑I INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
❑ PERMIT DENIAL C
® APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SETgT 1i',JLSrFQ1ZAPPEAL..oriOBJEeTIONS, TO. ANE1�iITIAL'•�ROFFERED,PERMIT: .' .4 >
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
OFA"000;4'Cr` O1I # I'J1 S'T-W, N&I
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Raleigh Regulatory Field Office
CESAD-PDO
Attn: James Lastinger, Regulatory Project Manager
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr., suite 105
60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587
Atlanta, Georgia 30303-8801
919-554-4884 ext 32
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi rptions.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

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I, L JORDAN PARKER JR., CERTIFY THAT THIS PLAT
LINE TABLE
WAS DRAWN UNDER MY SUPERVISION FROM AN
I LENGTH
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
L-1
THAT THE SOURCE OF INFORMATION FOR THE
S STAW52"
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
rr��titi<
i+'Gp.ROLj'v%%k
RATIO OF PRECISION IS GREATER THAN 1:10,000;
'
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
r Aw+ .+5510h1,q� ••
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
/� : � ti+
MEETS THE REQUIREMENTS OF THE STANDARDS OF
O;QO
PRACTICE FOR LAND SURVEYING 1N NORTH CAROLINA
(21 NCAC 56. 1600).
N 55'3329" E
WITNESS MY ORIGINAL SIGNATURE,
282.36'
REGISTRATION NUMBER AND5EAL
H'
'DAY
i
THIS /6OF ,2016.
1 •. <
j�• •.'4Nb SUQ.4
L-8
05'
89*0110 ' E
L-9
SSIO LAND SURVEYOR (L-4685)
•
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDEN11FIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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 THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DEUNATION MANUAL.
REGULATORY OFFICI
TI TLE
DATE v
USACE ACTION Ib - -QD a0
AREA COMPUTED BY CO=NNATE METHOD.
THERE IS ND NCGS HONULtM VARM 2000' OF THIS PROPERTY.
THIS PROPERTY MAY BE SUBJECT 10 NEUSE RIVER RIPARIAN UMTR RU M
CALL N.C. DIVISION OF WATER CUAUTY TO VERiFY (019-791-4200).
LEGEND.
EIP — EXISTING IRON PIPE
EPK — EXISTING PK NAIL
NIP — NEW IRON PIPE SET
R/W — RIGHT OF WAY
CAN — CABLE TV BOX
EB — ELECTRIC BOX
TEL — TELEPHONE PEDESTAL
PP — POWER POLE
OHL — OVERHEAD LINE
LP — LIGHT POLE
;i323; 3, X37
B.M. 1970 PAGE 50
S.M. 1976 PAGE 34
B.M. 1982 PAGE 778
S.M. 1966 PAGE 866
S.M. 1986 PAGE 867
S.M. 1987 PAGE 1017
B.M. 1989 PAGE 856
S.M. 1993 PAGE 479
B.M. 1996 PAGE 1139
B.M. 1995 PAGE 1611
B.M. 2005 PAGE 1025
B.M. 2012 PAGE 765
VICINITY MAP
NOTES
(1) WETLANDS WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULANTS, PA
ON JANUARY 16 & 20, 2014
(2) AREA OF CLOSED WETLANDS - 401,879 sq.fL
AREA OF LINEAR WETLANDS •, 411 eq 1L
TOTAL AREA OF WETLANDS 402,290 eq.1L
(3) TOTAL AREA OF STREAMS w 18,798 *VL
TOTAL LINEAR FOOTAGE OF SJRMS - 4,983.5 eq fL
WETLANDS DELINEATION FOR
TRYON, LLC
OWNER: MARGARET INEZ WILLIAMS (LOT 1)
OWNER: MICHAEL T. FLYNN &
CONNIE S. FLYNN (LOT 2)
OWNER: VIRGINIA M. BYCKOWSKI &
MARK S. BYCKOWSKI (LOT 3)
OWNER: RODDY A. GRISSOM &
DEBORAH J. NAVOROLI (LOT 4)
REF: D.B. 3756 PAGE 778
REF: D.B. 1952 PAGE 453 (LOT 1)
REF: D.B. 7867 PAGE 154 (LOT 2)
REF: D.B. 7604 PAGE 681 (LOT 3)
REF: D.B. 8158 PAGE 1819 (LOT 4)
REF: D.S. 8158 PAGE 1819 (LOT 4)
REF: B.M. 1998 PAGE 1772
REF: B.M. 1970 PAGE 50
REF: B.M. 1986 PAGE 866
REF: B.M. 1986 PAGE 867
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
350 175 0 350 700
SCALE 1IN=350'
CAWTHORNE, MOSS & PANCIERA, P.C.
PROFMONAL LAND SURVEYORS, Cr -1525, 333 & WHI'1E STREET. P.O. BOX 1253.
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
PIN # 1851.04-81-4197 (LOT 1)
PIN # 1851.04-80-1504 (LOT 2)
PIN # 1851.04-70-6534 (LOT 3)
PIN # 1851.04-70-1391 (LOT 4)
PIN # 1851.04-82-3467
SHEET 2 OF 5
WAKE FOREST N.Q. 275M [phone]
LINE TABLE
UNE
I LENGTH
BEARING
L-1
BO '
S STAW52"
L-2
C— 2
267,82 2 08,
L-3
C— 3
'
L-4
C_4
SSZW0
L-5
302.22'
N 55'3329" E
L-8
282.36'
89' 9'26' E
L-7
61289'
S O -W -40W
L-8
05'
89*0110 ' E
L-9
g
•
L-10
520,61'
L-11
149.92!
L-12
27.25'
N 0 3'24' W
L-13
S 89'32'35` W
L-14
2a.4o'
S 69'32'35"
VICINITY MAP
NOTES
(1) WETLANDS WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULANTS, PA
ON JANUARY 16 & 20, 2014
(2) AREA OF CLOSED WETLANDS - 401,879 sq.fL
AREA OF LINEAR WETLANDS •, 411 eq 1L
TOTAL AREA OF WETLANDS 402,290 eq.1L
(3) TOTAL AREA OF STREAMS w 18,798 *VL
TOTAL LINEAR FOOTAGE OF SJRMS - 4,983.5 eq fL
WETLANDS DELINEATION FOR
TRYON, LLC
OWNER: MARGARET INEZ WILLIAMS (LOT 1)
OWNER: MICHAEL T. FLYNN &
CONNIE S. FLYNN (LOT 2)
OWNER: VIRGINIA M. BYCKOWSKI &
MARK S. BYCKOWSKI (LOT 3)
OWNER: RODDY A. GRISSOM &
DEBORAH J. NAVOROLI (LOT 4)
REF: D.B. 3756 PAGE 778
REF: D.B. 1952 PAGE 453 (LOT 1)
REF: D.B. 7867 PAGE 154 (LOT 2)
REF: D.B. 7604 PAGE 681 (LOT 3)
REF: D.B. 8158 PAGE 1819 (LOT 4)
REF: D.S. 8158 PAGE 1819 (LOT 4)
REF: B.M. 1998 PAGE 1772
REF: B.M. 1970 PAGE 50
REF: B.M. 1986 PAGE 866
REF: B.M. 1986 PAGE 867
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
350 175 0 350 700
SCALE 1IN=350'
CAWTHORNE, MOSS & PANCIERA, P.C.
PROFMONAL LAND SURVEYORS, Cr -1525, 333 & WHI'1E STREET. P.O. BOX 1253.
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
PIN # 1851.04-81-4197 (LOT 1)
PIN # 1851.04-80-1504 (LOT 2)
PIN # 1851.04-70-6534 (LOT 3)
PIN # 1851.04-70-1391 (LOT 4)
PIN # 1851.04-82-3467
SHEET 2 OF 5
WAKE FOREST N.Q. 275M [phone]
CURVE
TABLE
CURVE
LENGTH RADIUS
CHORD BEARING
1
fi ' 0.8 '
61.45' 838'02' E
C— 2
267,82 2 08,
87 9'
C— 3
6 9' 0
9' 8 'rE
C_4
6' 0
3'
VICINITY MAP
NOTES
(1) WETLANDS WERE DELINEATED BY
SOIL & ENVIRONMENTAL CONSULANTS, PA
ON JANUARY 16 & 20, 2014
(2) AREA OF CLOSED WETLANDS - 401,879 sq.fL
AREA OF LINEAR WETLANDS •, 411 eq 1L
TOTAL AREA OF WETLANDS 402,290 eq.1L
(3) TOTAL AREA OF STREAMS w 18,798 *VL
TOTAL LINEAR FOOTAGE OF SJRMS - 4,983.5 eq fL
WETLANDS DELINEATION FOR
TRYON, LLC
OWNER: MARGARET INEZ WILLIAMS (LOT 1)
OWNER: MICHAEL T. FLYNN &
CONNIE S. FLYNN (LOT 2)
OWNER: VIRGINIA M. BYCKOWSKI &
MARK S. BYCKOWSKI (LOT 3)
OWNER: RODDY A. GRISSOM &
DEBORAH J. NAVOROLI (LOT 4)
REF: D.B. 3756 PAGE 778
REF: D.B. 1952 PAGE 453 (LOT 1)
REF: D.B. 7867 PAGE 154 (LOT 2)
REF: D.B. 7604 PAGE 681 (LOT 3)
REF: D.B. 8158 PAGE 1819 (LOT 4)
REF: D.S. 8158 PAGE 1819 (LOT 4)
REF: B.M. 1998 PAGE 1772
REF: B.M. 1970 PAGE 50
REF: B.M. 1986 PAGE 866
REF: B.M. 1986 PAGE 867
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
350 175 0 350 700
SCALE 1IN=350'
CAWTHORNE, MOSS & PANCIERA, P.C.
PROFMONAL LAND SURVEYORS, Cr -1525, 333 & WHI'1E STREET. P.O. BOX 1253.
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
PIN # 1851.04-81-4197 (LOT 1)
PIN # 1851.04-80-1504 (LOT 2)
PIN # 1851.04-70-6534 (LOT 3)
PIN # 1851.04-70-1391 (LOT 4)
PIN # 1851.04-82-3467
SHEET 2 OF 5
WAKE FOREST N.Q. 275M [phone]

I, L JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 55. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATIZ NUMBER AND SEAL
THIS DAY OF / ,2016.
PRO SSIQ L LAND SU VEYOR (L-4685)
LINE TYPE LEGEND
PROPERTY 1.91E - UTE 91RWIED
—'
muff -OF -WAY
. . — A� UNE --UNE NOT SReMW
— -- EL MRLDING gTBA°`
_— — HIPEER
FLOW NALVO 5705
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIVING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINATTON MANUAL.
REGULATORY OFFICIA --�
TITLE
DATE 0 :2
USACE AC11ON ID
AREA COVPOiED 9Y COOR001ATE MERM.
THM 6 NO NQS MOORERT WnM 2AOC Cr TM PROPS .
THS PROPERTY MAYBE S7BJECT TO NEOSE RM0t RIPARIAN B17FFEA
CML N.C: DIVIDON OF AVER 017AM TO VEWY (910-701-4200j
�i-tea ri
EIP - EXISTING fRON PIPE
EPK EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CATV - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - UGHT POLE
SCM
B.M. 1970 PAGE 60
B.M. 1978 PAGE 34
B.M. 1992 PAGE 776
B.M. 1958 PAGE 988
B.M. 1958 PAGE B87
B.M. 1957 PAGE 1017
B.M. 1909 PACE 858
B.M. 1893 PAGE 479
9.16L 1996 PAGE 1139
B.M. 1996 PAGE 1811
B.M. 2005 PACE 1025
B.M. 2012 PAGE 766
WETLANDS DELNEATION FOR
OWNER: MARGARET NEZ VKWAMS (LOT
OWNER: MICHAEL T. FLYNN &
CONNIE S. FLYNN (LOT 2)
OWNER VIRGINIA M. BYCKOWSM d
MARK S. BYCKOWSIO (LOT 3)
OWNER: RODDY A. GRISSOM &
DE13DRAM J. NAVOROLI (LOT 4)
REF: D.B. 3738 PAGE 778
REF: D.B. 1932 PAGE 433 (LOT 1)
REF: D.B. 7887 PACE 154 (LOT 2)
REF: D.B. 7604 PACE 881 (LOT 3)
REF: D.B. 816E PAGE 1819 (LOT 4)
REF: D.B. 8158 PAGE 1819 (LOT 4
REF: B.M. 1698 PACE 1772
REF: B.M. 1970 PACE: 50
REF: B.Y. 1988 PAGE 888
REFS B.M. 1986 PAGE 867
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTN CAROLINA
JANUARY 2, 2014
REVM9 D OCTOBER 18, 2016
ZONED R--30 d R -BOW
PN III 1851.04-81-4197 LOT 1)
PN 0 1851.04-80-1504 LOT 2)
PN f 1851.04-70-8534
PIN / 184-A.04-70-1391 (LOT 4)
PN >f 1831.04-82-3467
SHEET 3 OF 5

I, L. JORDAN PARKER JR.. CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED: THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10.000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER ANO SEAL
THIS -/-V7-DAY OF ,2016.
(L-4685)
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIVING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DEUNA71ON MANUAL.
UNE TYPE LEGEND
MNUM URE -1,E SURVEYED REGULATORY OFFICI�714�'C-
OVEMEAD
R IGHT-OFF-MAY ITLE
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7H9 PROPERTY MAY BE 511B.F.'L•T 111 IDJSE RMEA RPA7MAH BUFFER
CALL H.C. 9R 014 OF HALER L7UZ 10 VMRM" (Ina -761-4200).
r31 B
EIP - EXISTING IRON PIPE
EPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CATV - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD UNE
LP - LIGHT POLE
FMMWMM
B M. 1970 PACE 50
B M. 1976 PAGE 34
B.M. 1982 PAGE 778
B.M. 1966 PAGE 866
B.M. 1988 PAGE 887
B.M. 1967 PAGE 1017
B.M. 1989 PAGE B58
B.M. 1993 PAGE 479
SAL 1996 PAGE 1139
B.M. 1996 PAGE 1611
B.M. 200 PAGE 1025
SAL 2012 PAGE 768
WER ANDS DELINEATION FOR
OWNER: MARGARET INEZ WRUAMS (LOT 1)
OWNER: MICHAEL T. FLYNN &
CONNIE S. FLYNN (LOT 2)
OWNER: VIRGINIA M. BMIDWSM h
MARK S. BYCXOWSIQ (LOT,3)
OWNER: RODDY A. GRISSOM &
DEBORAH J. NAVOROU (LOT 4)
REF: D.B. 3738 PAGE 778
REF: D.B. 1932 PAGE 453 (LOT 1)
REF: D.B. 7887 PAGE 154 (LOT 2)
REF: D -I 7604 PAGE 681 (LOT 3)
REF: D.B. 8158 PAGE 1819 LOT 4
REF D.B. 8188 PAGE 1819 LOT 4;
REF: B.M. 1998 PAGE 1772
REF: B.M. 1970 PAGE 50
REF: B.M. 1988 PAGE 588
REF: B.M. 1988 PACE 867
WAKE FOREST TOWNSHIP
WAKE COUNTY NORTH CAROLINA
JANUARY $ 2014
REV19SED OCTOBER 16, 2018
ZONED R-30 4Y R -BOW
PIN f 1551.04-81-4197 (LOT 1)
PIN f 1851.04-80-1504 (LOT 2)
PIN f 1851.04-70-6534 LOT 3)
PIN f 1851.04-70-1391 (LOT 4)
PRI f 1851.04-82-3457
SHEET 4 OF 5

I, L. JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL
THIS
77"AL LAND SURVEYOR (L-4685)
UNE TYPE LEGEND
PROPERTY WE - IW SURVEYED
�•-• — ADJORJK UNE - UNE NOT SURVEYED
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY HE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
THIS DATE. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINATION MANUAL
REGULATORY OFFICIA
TITLE
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- TH6 PROPERTY MAY BE SUW= TO REUSE RNER WASOM 6UfM
CAL N.O. OINSM W MAZER OUATTY TO YERIFY (W6 -AFI -42m}
LEGEND:
ETP - EXISTING IRON PIPE
EPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CAME TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
B.M. 1970 PAGE 50
B.M. 1978 PACE 34
B.M. 1982 PACE 778
B.M. 1988 PARE 868
B.M. 1988 PAf9 857
B.M. 1967 PAGE 1017
B.M. 1989 PAGE 658
B.M. 1993 PAGE 479
B.M. 1998 PACE 1139
B.M.1996 PAGE 1811
B.M. 2005 PACE 1025
B.M. 2012 PACE 766
WETLANDS DELINEATION FOR
UC
OWNER; MARGARET DiEZ WILLIAMS (LOT
OWNER: MICHAEL T. FLYNN a
CONNIE S. FLYNN (COT 2)
OWNER: VIRGINIA M. B=OWS10 R
MARK & SYCKOWSIG (LOT 3)
OWNER: RODDY A. GRISSOM &
DEBORAH d NAVOROLI (LAT 4)
REF: D.B. 3756 PAGE 778
REF: D.B. 1952 PACE 453 (LOT 1)
REF: D.B. 7867 PACE 154 (LOT 2)
REF: D.B. 7804 PAGE 681 (LAT 3)
REF: D.& 8158 PAGE 1810(LOT 4)
REF: DR. 8158 PAGE 1819 (LOT 4
REF: &M. 1998 PAGE 1772
REF: B.M. 1970 PAGE 50
RTF B.M. 1988 PAGE 888
REF: &M. 1988 PAGE 887
WAKE FOREST TOWNSHIP
WAKE COUNTY. NORTH CAROLINA
JANIZARY 2. 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -&N
PIN j 1851.01-81-4197 (LOT 1)
PIN j 1851.04-80-1804LOT 2)
PIN 0 1851.04-70-8534 (LOT 3)
PIN / 1B51.04-70-1391 (LOT 4)
PIN # 1881.04-82-3467
SHEET 5 OF 5

I, L. JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL
THIS 18 - DAY OF ,2016.
TR!!IO'4LA SURVEYOR (L-4685)
LEGEND:
EIP - EXISTING IRON PIPE
EPK -- EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB -- ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP -- LIGHT POLE
[9,113i:Le7:�',Nk1
SEAL
L--4685
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AREA "6"
EA 3,281 S.F.
WETLAND
mt-0
AREA
13, 780 S.F.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTTFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINATION MANUAL.
~` REGULATORY OFFiCIA
TITLE
DATE /
USACE ACTION ID - o0
INSET "A"
WETLANDS DELINEATION FOR
TR YON, LLC
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
60 30 0 60 120
SCALE 1 "=60'
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
MOSS & PAN CI ERA, P.C. PROFESSIONAL LAND SURVEYORS. C-1525. 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C. 2758% [phone]

I, L JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGIST3k7l,QN NUMBER AND-5EAL
THIS /' ,2016.
LAND SURVEYOR (L-4685)
2[e] ol;
EIP - EXISTING IRON PIPE
EPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
00
0
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CAWTHORNE, MOSS & PANCIER
SEAL
L-4665
t�
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4�AN PP►
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINATION MANUAL.
REGULATORY OFFICIAL
TITLE 6. �- -
DATE
USACE ACTION ID " a..� /y -
INSET "B"
WETLANDS DELINEATION FOR
TRYON, LLC
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
60 30 0 60 120
SCALE 1 n=60'
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
P.C. PROFESSIONAL LAND SURVEYORS, C-1525. 333 & WHITE STREET, P.O. BOX 1253. WAKE FOREST N.C., 27588, [phone]

I, L. JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED: THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND -� SEAL
THIS ���A{
'f70F C�"oF%L ,2016.
NAL LAND SURVEYOR (L-4685)
Q� ��9SE0%y •yam 9I
Ooh q� •ti
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LEGEND:
EIP — EXISTING IRON PIPE
EPK — EXISTING PK NAIL
NIP — NEW IRON PIPE SET
R/W — RIGHT OF WAY
CAN — CABLE TV BOX
EB — ELECTRIC BOX
TEL — TELEPHONE PEDESTAL
PP — POWER POLE
OHL - OVERHEAD LINE
LP — LIGHT POLE
166
165 \ \167
11 •N
163
WETLAND
AREA " 12"
AREA 2,349 S.F.
ii
169
.f .
162 "`---;170
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINATION MANUAL.
-,
REGULATORY OFFICI�
TITLE
DATE
4 USACE ACTION ID /N -az) a
INSET "C"
161 171 1 WETLANDS DELINEATION FOR
TRYON, LLC
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
6; ro 50 25 0 50 100
0
z SCALE 1 "=50'
0
JANUARY 2, 2014
z REVISED OCTOBER 18, 2016
ico
ZONED R-30 & R -80W
C A WTH CR N E, MOSS & P AN Ci ER A, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 s. wHITE STREET, P.O. BOX 1253. WAKE FOREST N.C. 27588 [phone]

I, L JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND } SEAL
THIS SOF f/Lv;"WdL�f— 1 ,2016.
SURVEYOR (L-4685)
D1
LEGEND:
EIP - EXISTING IRON PIPE
EPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
io Q Ss Ng5
Q
++M�oRD RN`p
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34
35
3
36
42
38
39
26
13
= _ = 0 9 THIS CERTIFIES THAT THIS COPY OF THIS PLAT
4 INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
t rr
15 404 OF THE CLEAN WATER ACT AS
t DETERMINED BY THE UNDERSIGNED ON THIS DATE.
- �1 f UNLESS THERE IS CHANGE IN THE LAW OR OUR
r_u>f 6 �lkf8 _ PUBLISHED REGULATIONS, THIS DETERMINATION OF
{ SECTION 404 JURISDICTION MAY BE RELIED UPON
23 r - E130 �9f FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
34 ;rteII ►Lr THIS DATE. THE UNDERSIGNED COMPLETED THIS
nw fF Itlr DETERMINATION UTIIZING THE APPROIATE REGIONAL
r SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
24 r ENGINEERS WETLANDS DELINAMON MANUAL.
__ " REGULATORY OFFICI
--
,�I°r, �_ OK
:.__== _— _` .til,---- ----- "=- _ TITLE
r Ff t r lr i DATE
USAGE ACTION ID S
INSET "D"
WETLANDS DELINEATION FOR
'MYON, LLC
WAKE FOREST TOWNSHIP
{' WAKE COUNTY, NORTH CAROLINA
100 50 0 100 200
SCALE 1 "=100'
. _ _ -�-"- - - -
00
r _ r _ ..._... t.. ri'r_s_r:'a':
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Z _- 881-3'5" W EIp 4 7�7 S CAWTHORNE, MOSS & PANCIERA, P.C.
. 7 1 PROFESSIONAL LAND SURVEYORS,
S
0--1525 333 S. WHITE STREET, P.O. BOX 1253.
44A 4 EIP WAKE FOREST N.C., 27588, [phone]

1, L. JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL
THIS ,2016.
2�—
P NAL LAND SURVEYOR (L-4685)
LEGEND:
EIP - EXISTING IRON PIPE
EPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CAN - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
co
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WETLAND
AREA "4"
AREA 3,731 S.F.
65
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63
62
61
WETLAND
AREA "3"
AREA 7,074 S.F
55
56
54
57
53
r'= 58
52
=F 59
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DEUNATION MANUAL.
REGULATORY OFFICIA
TITLE C�
DATE
USACE ACTION ID
INSET "E"
WETLANDS DELINEATION FOR
TRYON, LLC
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
60 30 0 60 120
SCALE 1 "=60'
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
CAWTH ORN E, MOSS & PAN CI ERA, P.C. PROFmoNAL LAND SURVEYORS, C-1525, 333 & WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 275M [phone]

I, L JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN ��'�'��ttiti
ACTUAL SURVEY MADE UNDER MY SUPERVISION; .tri CAp�<
THAT THE SOURCE OF INFORMATION FOR THE o 0Q` REssio�yq.--q
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES a - WETLAND LINEAR THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE % 'Q� SEAL UNITED STATES REGULATED PURSUANT TO SECTION
RATIO OF PRECISION IS GREATER THAN 1:10,000; ! f f t 7 WETLAND 404 OF THE CLEAN WATER ACT AS
THAT THIS PLAT WAS PREPARED IN ACCORDANCE � - L-Qfi85 �s
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP o it ':�q r`'�at AREA DETERMINED BY THE UNDERSIGNED ON THIS DATE.
MEETS THE REQUIREMENTS OF THE STANDARDS OF �# '�� SUA..•' �.��' f f f f UNLESS THERE IS CHANGE IN THE LAW OR OUR
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA +� �9©-"~•� ��� c c PUBLISHED REGULATIONS, THIS DETERMINATION OF
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE, RR ANPp�` AREA 751 S . f . AREA 9 SECTION 404 JURISDICTION MAY BE RELIED UPON
REGISTRATION NUMBER AND SEAL FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
COMPLETED THIS
THIS / DAY OF if&� ,2016. , AREA 282 . �. DETERMINATION ATIONS DATE. E UTIIZING ITHE DAPPROIATE REGIONAL
81. L, F. SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DELINA11ON MANUAL.
PR IONAL LAND SURVEYOR (L-4685)
125 REGULATORY OFFICIAL
TITLE
124 }° 12 131 DATE
- USACE ACTION ID 4cjl -
28
23'- 129 2
160 122=t
159 `= 130 134
158 I =135
I l V EAR _ _1155
WE A N 15 --, 154
ff tf 139 153
AREA I I 140
LEGEND: AREA 88 S. F. == 1_152
EIP - EXISTING IRON PIPE =-_'
EPK - EXISTING PK NAIL 22 L. F. = = INSET "F"
NIP - NEW IRON PIPE SET WETLANDS DELINEATION FOR
R/W - RIGHT OF AY151
141
CAN - CABLE N BOX
EB - ELECTRIC BOX =- = TRYON, LLC
TEL -TELEPHONE PEDESTAL WETLAN D = -_ 150
142
PP - POWER POLE =
OHL - OVERHEAD LINE =_ = WAKE FOREST TOWNSHIP
LP - LIGHT POLE t t f f
AREA 1 143 = -~ 149 WAKE COUNTY, NORTH CAROLINA
N = so 30 0 60 120
519 41 S. F. 144 -_ `,::.148OMNI
Z - 147 SCALE 1 "=60'
145
1
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
s ZONED R--30 & R -80W
C A WTH OR N E, MOSS & P AN CI ER A, P.C. PROFESSIONAL LAND SURVEYORS. C-1525. 333 S. VM17E MEET, P.O. BOX 1253, WAKE FOREST N.C.. 275M [phone]

1, L. JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL
THIS_�D'A'Y-OF) C����-- ,2016.
LAND SURVEYOR (L-4685)
LEGEND:
EIP — EXISTING IRON PIPE
EPK — EXISTING PK NAIL
NIP — NEW IRON PIPE SET
R/W — RIGHT OF WAY
CAN — CABLE TV BOX
EB — ELECTRIC BOX
TEL — TELEPHONE PEDESTAL
PP — POWER POLE
OHL — OVERHEAD LINE
LP — LIGHT POLE
ro
a
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a
c�
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT
CAIq ii, INDENTIFIES ALL AREA OF WATERS OF THE
J'i���.....�0�f�+ UNITED STATES REGULATED PURSUANT TO SECTION
=0oF�ssroN9 .'�'�+ 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
SEAL CHANGEUNLESS THERE IS
IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
L-4885 0 SECTION 404 JURISDICTION MAY BE RELIED UPON
TH
:;todq ,�o�= �,�� FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM
10#O.;yD sU ; COMPLETED THIS
,r:--•� DETS DATE. ERMINATION ATIONE UTIIZING ITHE DAPPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DEUNATION MANUAL
REGULATORY OFFICIALA �4.1%4 4�1
TITLE
DATE
USACE ACTION ID
WETLAND 114
AREA 799 11115_x= 113
99
AREA 1,426 S. Fj18
119 110
LINEAR 1205 := g
107 10
WETLAND 106
AREA 41 S.F. . 1 05 INSET "G"
20.5 L. F. H33 G33 WETLANDS DELINEATION FOR
TRYON, LLC
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
50 25 0 50 100
SCALE 1 "=50'
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525.333 & w -E s'rREET, P.O. BOX 1254 WAKE FOREST N.C.. 275M [phone]

I, L. JORDAN PARKER JR., CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE SOURCE OF INFORMATION FOR THE
SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMENDED: AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA
(21 NCAC 56. 1600). WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL
THIS / F h-- F G- - .2016.
PRoF6! NAL LAND SURVEYOR (L-4685)
LEGEND:
EIP - EXISTING IRON PIPE
EPK - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
R/W - RIGHT OF WAY
CATV - CABLE TV BOX
EB - ELECTRIC BOX
TEL - TELEPHONE PEDESTAL
PP - POWER POLE
OHL - OVERHEAD LINE
LP - LIGHT POLE
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WETLAND
AREA "5"
AREA 94 S.F.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
INDENTIFIES ALL AREA OF WATERS OF THE
UNITED STATES REGULATED PURSUANT TO SECTION
404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS 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. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTIIZING THE APPROIATE REGIONAL
SUPPLEMENT TO THE 1987 U.S. ARMY CORPS OF
ENGINEERS WETLANDS DEUNATION MANUAL
REGULATORY OFFICIAL -
TITLE
DATE
USACE ACTION ID 5' -al.)
INSET "H"
WETLANDS DELINEATION FOR
TRYON, LLC
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
50 25 0 50 100
SCALE 1 "= 50"
JANUARY 2, 2014
REVISED OCTOBER 18, 2016
ZONED R-30 & R -80W
P AN CI ER A, P, C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. wMITE STREET, P.O. BOX 1253. WAKE FOREST N.C.. 2758% [phone]