20080640 Ver 1_Individual_20080130

05- 13604
31824954
January 30, 2008
Ms. Cyndi Karoly
401 Oversight/Express Permitting Unit "i.,
T
NC Division of Water Quality y
1650 Mail Service Center ['.1 T
Raleigh, North Carolina 27699-1650
Re: Extension of Morrisville Parkway Phase III
Dear Ms. Karoly:
Please find enclosed five (5) complete sets of the Department of the Army Individual Permit
application for the Extension of Morrisville Parkway Phase III project that was submitted to the
US Army Corps of Engineers — Raleigh Field Office on January 30, 2008. Also, please find
enclosed a check for $570.00, made payable to NCDENR, for the application review fee. We
would appreciate you reviewing this package for an Individual Water Quality Certification.
Please call me at [phone] if you should have any questions regarding this submittal.
Sincerely,
URS Corp ation — North Carolina
Charles E. Benton, PWS
Senior Environmental Scientist
Enclosures
cc: Russ Overton, Town of Cary
Mike Babuin, Town of Cary
File copy
URS Corporation — North Carolina
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
Tel: [phone]
Fax: [phone]
www.urscorp.com
JAN 3 0 2008
WETILMOS M� STORMW TER BRANCH

Enclosures
cc: Kim Leight, URS, Project Manager
Russ Overton, Town of Cary
Mike Babuin, Town of Cary
Monte Matthews, USACE-Raleigh
William D. Gilmore, PE, NC-EEP
Cyndi Karoly, NC-DWQ — 401/Wetlands Unit (5 copies)
Todd Preuninger, Withers & Ravenel, Inc.
File copy
P:UObsl\31824954_MPE3\lndividual Permit ApplicationTinal Permit Package\USACE Cover Letter.doc
Page 2 of 2

d5_ [340 v�
APPLICATION FOR DEPARTMENT OF THE ARMY PEI At' I OMB APPROVAL NO. 0710-0003
(33 CFR'325) Expires June 30, 2000
The Public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data
needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this
collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate
of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and
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valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the
District Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.,
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be'evaluated nor can a
permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be. attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the
location of the proposed activity. An application that is not completed in full will be returned.
ITEMS 1 THRU 4 TO BE
FILLED BY THE CORPS
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION
COMPLETED
/ITFMQ RFI nW Tn Rx FII 1 ED RV APPI IC4A!n
5. APPLICANTS NAME
8. AUTHORIZED AGENT'S NAME AND TITLE (an agent isnot required
Mr. Russ Overton, PE
Mr. Charles E. Benton, PWS
6. APPLICANTS ADDRESS
Town of Cary, Engineering Department
9. AGENTS ADDRES$
URS Corporation, 1600 Perimeter Park Drive
P.O. Box 8005, Cary, NC 27512-8005
Suite 400, Morrisville, NC 27560-8421
7. APPLICANTS PHONE NOS. W/AREA CODE
10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence
a. Residence
b. Business 919-469-4036
b. Business 919-461-1435
11. STATEMENT OF AUTHORIZATION
I hereby authorize, Charles E. Benton to act in my behalf as my agent in the processing of this application and to fumish, upon
request, supplemental information in support of this permit application.
�l10,lai8,
APPLICANTS SIGNATURE DATE
NAME LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (weinsmctims)
Extension of Morrisville Parkway Phase III (Town of Cary Project No. ST -1123)
13. NAME OF WATERBODY, IF KNOWN (ifappkxble) 114. PROJECT STREET ADDRESS pfappkawe)
Unnamed Tributaries to Panther Creek
15. LOCATION OF PROJECT
Wake
COUNTY
NC
STATE
JAN 3 0 2003
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see in ms) WETLANDS AND STORMWATER
Begin: 35.813720, -78.872747 END: 35.802659, -78.909490 (NAD83/WGS84)
17. DIRECTIONS TO THE SITE
From Raleigh, take Route 40 West to Aviation Parkway (Exit 285); continue straight onto Morrisville -Carpenter Road;
left onto Route 55. Project site begins approximately 1/2 mile on the right (proposed NC 55/Morrisville Parkway
intersection). See Figure 1: Vicinity Map (attached).
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS (Proponent: CECW-OR)

18. Nature of Activity (Desaipam of project, it dude so features)
Road construction. Sae attachment labeled Block 18.
19. Project Purpose (DesafbeMeressonorpurpowofMeProject, see inshucfions)
The project purpose is to extend Morrisville Parkway to provide a continuous roadway from NC 55 westward to a new terminus with SR 16254Green Level
to Durham Road) at SR 1600 (Green Level Church Road). There is a need for this new roadway, because there are few existing east -west routes through
targeted areas of local development and access will continue to be a problem as the population of wake County grows. The Parkway will provide access to
the Greystone subdivision and eventually connect to the Future 1-540 Interchange Area. The start and complete dates are 04/08 and 4/18 respectively.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
The proposed activity will require the unavoidable discharge of fill into wetlands and
streams for the construction of the road embankment, sidewalks, culvert placement,
and associated erosion control.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See attachment labeled Block 21.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see inshucum)
See attachments labeled Block 22.
23. Is Any Portion of the Work Already Complete? Yes X No _!EYES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attachment labeled Block 24.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
'Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
application is complete arkd accurate. I further certify that I possess the authority to underta the work described herein or am acting as the
`dG �r a thorized a f t applipnt
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity{applicant) or may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.

ENG FORM 4345 - BLOCK 18
18. NATURE OF ACTIVITY
The Town of Cary (TOC) proposes to construct an extension (Phase III) of an existing roadway,
SR 3060 (Morrisville Parkway), from North Carolina Highway 55 (NC 55) westward for a
distance of approximately 3 miles to a new terminus with SR 1625 (Green Level to Durham
Road) at SR 1600 (Green Level Church Road) (TOC Project No. ST -1123) (Figure 1).
As part of the future extension, an interchange is proposed at Morrisville Parkway Phase III
(MPE III) and a planned North Carolina Turnpike Authority (NOTA) project, Western Wake
Freeway (I-540). The interchange is not currently included in pending NCTA construction
contracts; however, could be added in the future if traffic projections and financial feasibility
dictate. The potential impacts for the interchange are included with this application submittal.
The Extension would provide a centrally located, east -west connector in the western planning
limits of the Town of Cary and western Wake County. There are few existing east -west routes
through targeted areas of local development and access will continue to be a problem as the
population of Wake County grows.
18.1 EXISTING CONDITIONS
The project area is located in the Haw Watershed (Hydrologic Unit Code 03030002) (NC Cape
Fear River Subbasin 03-06-05). The project study area is bordered to the east by NC 55, to the
west by Green Level Church Road, to the north by undeveloped forested land and residential
properties, and to the south by Green Hope School Road (Figure 2). The existing conditions
within this project segment include upland hardwood/pine forest, Section 404 jurisdictional
forested wetlands, and several jurisdictional perennial and intermittent streams. The upland
forest is dominated by loblolly pine (Pinus taeda), white oak (Quercus alba), and tulip poplar
(Liriodendron tulipifera). Flowering dogwood (Cornus florida), arrowwood (Virburnum
dentatum), and saplings of red maple (Acer rubrum) dominate the understory. Typical wetland
vegetation is dominated by sweetgum (Liquidambar styriciflua), red maple, and slippery elm
(Ulmus rubra) within the canopy. Blueberry (Vaccinium corymbosum), sedge (Carex sp.), and
soft rush (Juncus effusus) are common in the understory and herbaceous layer. Three U.S. Corps
of Engineers (USACE) jurisdictional determinations have been conducted for the proposed
project area (Appendix A).
18.2 PROJECT DESCRIPTION
The project construction activities will be developed in two stages. Stage 1 will initially
construct the MPE III from NC 55 to Green Level Church Road as a 2 -lane, non -divided
roadway (Figure 3). Stage 2 will expand the 2 -lane road to a 4 -lane, median -divided roadway,
and could connect to the future I-540 Interchange Area (Figure 4).
Stage 1
Stage 1 construction activities are further subdivided into Stage IA and Stage 1B.
Stage IA
At present, final design plans for the MPE III have been developed for the portion of the
roadway that will service the future Greystone residential subdivision situated between Green
Level Church Road and the future Western Wake Freeway (Figure 3). The proposed design is an
approximately 2,500 -foot long, 40 -foot wide, 2 -lane paved road, with an associated 10 -foot wide
Town of Cary Morrisville Parkway Extension Phase III Block 18: page 1 of 3

ENG FORM 4345 - BLOCK 18
concrete greenway trail (Appendix B). To accommodate the roadway alignment, two stream
crossings will be required. Culverts are proposed for both stream crossings. The project would
use standard road construction methods and use of heavy equipment, such as cranes, backhoes,
bulldozers, and dump trucks.
Stage 1B
Stage 1 B is an approximately 12,500 -foot long, 40 -foot wide, 2 -lane road, with an associated 12 -
foot wide concrete sidewalk, and would be constructed from NC 55 to the Stage IA terminus at
the Greystone subdivision. Construction details are currently in preliminary design.' Figure 3
depicts the slope stake limits of the proposed 2 -lane road. To accommodate the roadway
alignment, four stream crossings and one wetland crossing will be required. Culverts are
proposed for each stream crossing; however, bridges may be considered for some stream
crossings. The project would use standard road construction methods and use of heavy
equipment, such as cranes, backhoes, bulldozers, and dump trucks.
Stage 2
Stage 2 is proposed to be constructed at a future date when traffic forecasts support the
expansion of the 2 -lane road to a 4 -lane road from NC 55 to Green Level Church Road (Figure
4). When complete, the roadway would look similar to the existing 4 -lane, median -divided
roadway portions of the Morrisville Parkway located east of NC 55 (Appendix C). To
accommodate the expanded roadway, the Stage IA and Stage 1B culverts at each of the six
stream crossings identified above would be lengthened, and additional crossings would be
required for the I-540 connector ramps if the interchange is built.
18.3 PROJECT IMPACTS TO WETLANDS AND STREAMS
The proposed project would require the unavoidable discharge of fill material into wetlands and
streams. These impacts are described in detail by impact area in the attachments labeled Block
21 and Block 22.
18.4 PROJECT IMPACTS TO RIPARIAN BUFFERS
The project is located in the Cape Fear watershed; no federal or state riparian buffer rules apply.
The TOC has implemented a riparian buffer protection ordinance to regulate land development
near perennial and intermittent streams within its town limits, including areas within the Cape
Fear watershed.
18.5 AVOIDANCE AND MINIMIZATION
Avoidance and minimization measures have been incorporated in the roadway design to limit the
amount of wetland and stream impacts. Alternative analysis was completed for the project
during the feasibility phase for the project. The alternative selected represented the best
horizontal connection between NC 55 and Green Level to Durham Road considering the adjacent
roadway network. The route was designed to minimize impacts to valuable natural systems
located in the study area. Fill slopes were designed at 2:1 to limit fill within wetlands and
streams.
The project has been designed to avoid temporary wetland impacts to the greatest extent
practicable. Where temporary wetland impacts are unavoidable, the heavy equipment working in
wetlands would be placed on mats to minimize soil disturbance. All temporary disturbed
Town of Cary Morrisville Parkway Extension Phase III Block 18: page 2 of 3

ENG FORM 4345 - BLOCK 18
wetlands would be restored to pre -construction conditions. In addition, the project would
include a comprehensive sediment and erosion control plan to ensure that sedimentation and
turbidity within wetlands and surface waters are minimized to the greatest extent practicable.
18.6 MITIGATION
The applicant proposes to mitigate for their requested wetland and stream impacts through
payment to the North Carolina Ecosystem Enhancement Program (NCEEP). The applicant is
proposing to pay for mitigation in stages as final designs for each of the project areas are
completed. Currently, only Stage IA of the project (Greystone subdivision) has site plans with
sufficient detail to determine the required mitigation (Appendix B). In their letter, dated January
30, 2008, the NCEEP has stated that they are only able to accept payment for the wetland
impacts associated with Stage IA within Hydrologic Unit Code (HUC) 03030002 (Appendix D).
However, NCEEP has also provided a letter accepting payment for the Stage IA stream impacts
in the adjacent HUC 03030003 (Appendix D). Compensatory mitigation for Stage IA is shown
in Table 1.
TABLE 1. STAGE 1A — GREYSTONE SUBDIVISION AREA COMPENSATORY MITIGATION
Town of Cary Morrisville Parkway Extension Phase III Block 18: page 3 of 3
Im acts to Waters of the U.S.
Crossing 1 Crossing 2 ,Total
SC -1 SC -2
Permanent
Impacts
Section 404 Forested Wetlands
244 sf.
7,155 sf.
7,399 sf. / 0.17 ac.
Perennial Streams
3651f. 366 If.
731 If
Temporary
Section 404''. Forested Wetlands
0
0
0
Impacts
Perennial Streams
0
0
0
Com ensation 2:'1 Ratio for Wetlands & Streams
Crossing I Crossing 2 Total
Permanent
Impacts
Section 404: Forested Wetlands
488 sf.
14,310 sf.
14,798 sf. / 0.34 ac.
Perennial Streams
7301f. 732 If.
1,462 If.
Town of Cary Morrisville Parkway Extension Phase III Block 18: page 3 of 3

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ENG FORM 4345 - BLOCK 21
21.. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT
OF EACH TYPE IN CUBIC YARDS
The roadway would be constructgd using a gravel/soil fill that meets NC Department of
Transportation roadway embankment specifications. Reinforced concrete box culverts are
proposed at each of the stream crossings. Class I Rip Rap will be used for erosion control at the
culvert's inlet and outlet, and for slope toe protection. The fill material amounts within Section
404 jurisdictional waters for each project stage are presented in Table 2.
Table 2: Summary of Fill Materials within Jurisdictional Waters
. Estimate based on preliminary design.
Town of Cary Morrisville Parkway Extension Phase 111 Block 21: page 1 of I

ENG FORM 4345 - BLOCK 22
TABLE 31). STAGE 2 — 4 -LANE ROADWAY: NC -55 TO GREEN LEVEL CHURCH ROAD
WETLAND AND STREAM IMPACTS
Fi ' re`I+Tti � , �"� 4, , `Perrrianent Im act'I`
linear fett*'�'� ..... ` '' uare feet*„*�` •:
re.�='X+„'434Y<s .,v�
0 0
'£ Perennial-zSirea =
0 0
546 5,460
`, Per tirii=, ;M,,
84 840
Perentital1tt o,
, ,
50 500
�� �Perennia�"treaitr' ..WN
60 600
�F.x x ��r erennial�trear}i ,.:.
P
508 508
ymay. Perennil Stteatti, .. ..' _
136 136
1' 5 Secttolt€#resfeti iaif y : ` •
N/A 2,178
s'z` W<. Secttott44ores%d
N/A 9,583
WG- Sectton4U4Foresied� '-
N/A 1,307
W $ecttQn 4(?4 Forested W�
N/A 871
W"Sectiblti )F'o esed
N/A 871
., Wim= <Secti 4{)4Fbresie�et,r•¢z
N/A 2,614
WC- Section39 Forested-SL't'";,
N/A 2,000
xsi, � e. ,, , "r � .; TO- WI ,:
1,384 27,468
*** Estimate based on preliminary design for the Stage 2 additional impacts
Town of Cary Morrisville Parkway Extension Phase III Block 22: page 2 of 2

ENG FORM 4345 - BLOCK 24
24. ADDRESSES OF ADJOINING PROPERTY OWNERS
WHOSE PROPERTY ADJOINS THE WATERBODY
OWNER
STREET ADDRESS
CITY STATE, ZIP
FIN
CURTIS, MARIAN
1819 SAINT MARYS ST
RALEIGH NC 27608-2222
0734077765
DAYTON DAVE PAUL & CAROL S
1128 TWYLA RD
CARY NC 27519.9765
0735209448
A J KEPLEY EXECUTOR
1044 PINEHURST DR
CHAPEL HILL NC 27517-5655
0735516019
FRYAR FAMILY LIMITED PARTNERSHIP
7210 GREEN HOPE SCHOOL RD
CARY NC 27519-8890
0735402360
GIBSON CHARLES RAY & BETTY PERRY
316 BOLTSTONE CT
CARY NC 27513-6018
0735608872 .
GILBERT LAWRENCE J & DEBORAH S
1112 TWYLA RD
CARY NC 27519-9765
0734392943
HAWES SARA JANE MILLS
PO BOX 961
WILSON NC 27894-0961
0734283653
HIGHCROFT INVESTORS LLC
PO BOX 3557
CARY NC 27519-3557
0735501446
HILLIARD ANNIE RUTH
7216 GREEN HOPE SCHOOL RD
CARY NC 27519-8890
0734384492
HOLLY BARBARA J
1105 TWYLA RD
CARY NC 27519-9765
0734294807
JONES DESTRY G & CATHERINE K
1140 TWYLA RD
CARY NC 27519-9765
0735209740
KEARNS, TALBERT EDWARDKEARNS
1120 TWYLA RD
CARY NC 27519-9765
0735209159
LEWIS RONALD
1624 WACKENA RD
CARY NC 27519-2549
0735514004
MCLAMB, WILLIAM M
1500 WACKENA RD
CARY NC 27519.9547
0735318386
MI HOMES LLC
1500 SUNDAY DR STE 113
RALEIGH NC 27607-5151
0724876936
MILLS ANNE B
2428 CARPENTER UPCHURCH RD
CARY NC 27519-7006
0735702552
NEWKIRK ALFRED J & JEANELLEN
1704 WACKENA RD
CARY NC 27519-2551
0735511148
OTTAWAY DANNY L
10401 CHAPEL HILL RD
MORRISVILLE NC 27560
0735412287
PAULIN WILLIAM T & JANE MALLINSON
921 TWYLA RD
CARY NC 27519-9769
0734282466
R & E JOHNSON FAMILY LLC
3510 NC HIGHWAY 55
CARY NC 27519-8370
0734794050
RIDGWAY SUSANCONE VIVIAN
10820 W BRIDGFORD DR
CARY NC 27518-1518
0734179823
ROGERS CLINTON D & SHANNON H
1005 TWYLA RD
CARY NC 27519-9768
0734283875
ROGERS MILTON H JR & RITA T
1017 TWYLA RD
CARY NC 27519-9768
0734294217
SMITH, MICHAEL O & VICKI A
1100 TWYLA RD
CARY NC 27519-9765
0734297619
SOMMERVILLE, MICHAEL W & ADELE
1404 WACKENA RD
CARY NC 27519-2545
0735315492
STEPHENSON, RUSSELL & ELLEN LONGINO
213 OBERLIN RD
RALEIGH NC 27605-1646
0734297234
STEWART, ROBERT EARL
1000 TWYLA RD
CARY NC 27519-9764
0734288739
SWINGLE ROBERT J & SANDRA H
1101 TWYLA RD
CARY NC 27519-9765
0734294615
TARLTON RUSSELL W JR & DIANNE N
1109 ATHENS DR
RALEIGH NC 27606-2420
0735619230
TOWN OF CARY
316 N ACADEMY ST
CARY NC 27513-4538
0734194339
UNITED STATES OF AMERICA
4934 WINDY HILL DR
RALEIGH NC 27609-4930
0735702009
WAKE MEMORIAL PARK LLC
1000 DARRINGTON DR STE 105
CARY NC 27513-8134
0734489517
WAKE MEMORIAL PARK LLC
111 CINNTBWEKATG CT STE 101
CARY NC 27511
0734581353
WAKE MEMORIAL PARK LLC
111 COMMONWEALTH CT STE 101
CARY NC 275114447
0734584166
WALL WARREN A & JO ANN L
1504 WACKENA RD
CARY NC 27519-9547
0735400916
WELDON, JOHN A & KRISTEL M
1004 TWYLA RD
CARY NC 27519-9764
0734286728
WILHELM, VAUGHN S
1616 WACKENA RD
CARY NC 27519-2549
0735415117
WILLIAMS, FRANK E & NANETTE J
1708 WACKENA RD
CARY NC 27519-2551
0735614322
WINSLOW PROPERTIES DEVELOPMENT CO
1 740 LOCH HIGHLANDS DR
RALEIGH NC 27606-8431
0724976375
Town of Cary Morrisville Parkway Extension Phase III Block 24: page I of I

ENG FORM 4345 — APPENDIX A
APPENDIX A: USACE JURISDICTIONAL DETERMINATIONS
Town of Cary Morrisville Parkway Extension Phase III Appendix

ENG FORM 4345 — APPENDIX A
USACE JURISDICTIONAL DETERMINATIONS
Three U.S. Corps of Engineers (USACE) jurisdictional determinations have been conducted for
the proposed project area. The three separate areas are depicted on Figure 5, and have been
labeled as follows:
Section A - NC 55 to Future 1-540 Interchange Area
Section B — Future I-540 Interchange Area
Section C — Greystone Subdivision Area
SECTION A:
Section A was field delineated by URS Corporation in June 2007. A USACE Jurisdictional
Determination (JD) walk-through was conducted by Monte Matthews on August 16, 2007. A
request for a signed USACE JD letter and Wetland Delineation Map for Section A was requested
on November 9, 2007 (see attached). The JD is still pending USACE review.
SECTION B:
Section B was field delineated by URS Corporation in June 2005. A USACE Jurisdictional
Determination (JD) walk-through was conducted by Monte Matthews in February and June
2006. A request for a signed USACE JD letter and Wetland Delineation Map for Section B was
requested on November 9, 2007 (see attached). The JD is still pending USACE review.
SECTION C:
Section C was field delineated by S&EC. An approved JD of wetland and stream features within
Section'C was issued by the USACE. The JD letter and signed Wetland Delineation Map were
unavailable for the subject application. The un -signed Wetland Delineation Maps are attached,
along with e-mail correspondence from Monte Matthews stating that the delineation was
approved by the USACE and that this approved delineation was used to issue two previous
permits in the Greystone Subdivision area (USACE Action IDs: 200620620 and 200620617)
(attached).
Town of Cary Morrisville Parkway Extension Phase III Appendix A

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ENG FORAI 4345 — APPENDIX A
APPENDIX A: USACE JURISDICTIONAL DETERMINATIONS
SECTION A - NC 55 TO THE FUTURE I-540 INTERCHANGE AREA
Town of Cary Morrisville Parkway Extension Phase 111 Appendix A — Section A

31824954
November 9, 2007
Mr. Monte Matthews
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
RE: Request for 404 Jurisdictional Verification: Morrisville Parkway Phase 3 Area, Site
Located Between NC 55 and Future I-540 Interchange Area, Morrisville, Wake
County, North Carolina
Dear Mr. Matthews:
On August 16, 2006, US Army Corps of Engineers (USACE) and URS Corporation — North
Carolina (URS) investigated the site of a proposed road segment of the Morrisville Parkway that
would connect the existing North Carolina Highway 55 to the future I-540 interchange area. One
wetland and three jurisdictional streams were identified in this area.
Enclosed are the appropriate USACE and North Carolina Department of Water Quality (NCDWQ)
data forms as well as GPS drawings with coordinate points. At your earliest convenience, please
issue documentation of the official jurisdictional status of these features. Please contact me with any
questions at [phone] (direct line) or by e-mail at chanes—[e-mail].
Sincerely,
URS Corporation — North Carolina
Charles E. Benton, PWD, PWS
Senior Environmental Scientist
CEB/TLS:bkc
cc: Mr. Ian McMillan, - NCDWQ (w/Enclosures)
Mr. Russ Overton, PE — Town of Cary (w/Enclosures)
Enclosures GPS Drawings
USACE Approved Jurisdictional Determination Form
USACE Wetland Data Forms
USACE Stream Quality Assessment Worksheet
NCDWQ Wetland Rating Form
NCDWQ Stream Classification Form
P:\jobs1\31824954—MPE3vD Package (Section 3)\Matdbeas—Request Official JD Stama_110907 LTI doc

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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):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Extension of Morrisville Parkway III, Stream 1 (UT to Panther Creek)
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: North Carolina County/parish/borough: Wake City: Morrisville
Center coordinates of site (lat/long in degree decimal format): Lat. 35.811865° I, Long. -78.879608' It
Universal Transverse Mercator.
Name of nearest waterbody: Panther Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: B. Everett Jordan Lake
Name of watershed or Hydrologic Unit Code (HUC): 03030002
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):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There = "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 maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERNIINATION OF JURISDICTION.
There M "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply). r
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
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
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: Approx 120 feet linear feet: 4 width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on:�
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:
1 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.I and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IH.A.1 and 2
and Section III.D.I.; 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 Rspreoshave 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 IILDA.
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 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
(f) General Area Conditions:
Watershed size: Approx 7.5
Drainage area: Approx 7.5
Average annual rainfall: 45 inches
Average annual snowfall: 7.5 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
® Tributary flows through 1 tributaries before entering TNW.
Project waters are M river miles from TNW.
Project waters areriver miles from RPW.
Project waters are aerial. (straight) miles from TNW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS: Stream 1 flows into another UT to Panther Creek. The UT to Painter flows into Panther
Creek. Panther Creek flows into Northeast Creek. Northeast Creek flows into B. Everett Jordan Lake.
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
5 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.

Tributary stream order, if known: 1 st.
(b) General Tributary Characteristics (check all that aoolv):
Tributary is: ® Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 4 feet
Average depth: 3 feet
Average side slopes: 11
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: highly eroding.
Presence of run/riffle/pool com le es. Explain: weak run/riffle/pool complexes.
Tributary geometry: W.
Tributary gradient (approximate average slope): 24
(c) Flow',
Tributary provides for.
Estimate average number of flow events in review area/year.
Describe flow regime:
Other information on duration and volume:
Surface flow is:
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
® changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
® leaf litter disturbed or washed away
ID
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM .7 Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
In High Tide Line indicated by: N 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: Little water in channel during field visit. Water was clear.
Identify specific pollutants, if known:
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): Forested riparian corridor.
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife dive,'sity. 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 Fl2w Reloonship with
Flow is: � Explain:
Surface flow is:
Characteristics:
Subsurface flow: Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adiacencv Determination with Non-TNW:
❑ Directly abutting
❑ Not dinxtly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by benn/banier. Explain:
(d)Proximity Rel tionshi
Project wetlands are river miles from TNW.
' q
Project waters are aerial (straight) miles from TNW.
Flow is from:
KNEW—
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:
Identify specific pollutants, if known:
(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:
3. Characteristics of all wetlands adjacent to the tributary (if an
All wetland(s) being considered in the cumulative analysis:
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?.(Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
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 lo Section IIID:
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 IILD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain fmdingsof
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, acnes.
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: Stream scored a 20 on the NCDWQ Stream Classification Form..

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 120 linear feet 4 width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs8 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
JNW is jurisdictional. Data supporting this conclusion is provided at Section HI.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 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: 0.13 acres.
S. 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: acnes.
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.
7. Impoundments of jurisdictional waters.g
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 JINTERSTATE 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)?o
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.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
sSee Footnote # 3.
9 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.

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.
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
udgment (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, when: checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
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:
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:7.5 Minute Topographic Quadrangles of Green Level, NC.
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter.
Applicable/supporting case law:
Applicabletsupporting 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):
B. DISTRICT OFFICE, FILE NAME, AND NUAIBER:Extension of Morrisville Parkway III, Stream 3 (UT to Panther Creek) and
Wetland 1
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: North Carolina County/parish/borough: Wake City: Morrisville
Center coordinates of site (]at/long in degree decimal format): Lat. 35.811865° 1y Long. -78.879608°
Universal Transverse Mercator.
Name of nearest waterbody: Panther Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: B. Everett Jordan Lake
Name of watershed or Hydrologic Unit Code (HUC): 03030002
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):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There = "navigable waters of the U.S." within Rivas 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 maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There M "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required)
Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
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
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: Approx. 800 feet linear feet: 5-10 width (ft) and/or acres.
Wetlands: 0.13 acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known): and OHWM.
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:
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 IH.D.I. 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 HLB 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 R"Boshave 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 HI.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 isnot 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 IH.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(1) General Area Conditions:
Watershed size: Approx 12
Drainage area: Approx. 12
Average annual rainfall: 45 inches
Average annual snowfall: 7.5 inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
® Tributary flows through I tributaries before entering TNW.
Project waters are M river miles from TNW.
Project waters areriver miles from RPW.
Project waters are aerial (straight) miles from TNW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWS: Stream 3 flows into another UT to Panther Creek. The UT to Panter flows into Panther
Creek. Panther Creek flows into Northeast Creek. Northeast Creek flows into B. Everett Jordan Lake.
° Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 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.

Tributary stream order, if known: 1 st.
(b) General Tributary Characteristics (check all that ap lwl.
Tributary is: ® Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: 7 feet
Average depth: 3 feet
Average side slopes: a
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: highly eroding.
Presence of run/riffle/pool complexes. Explain: weak runhifiletpool complexes.
Tributary geometry:
Tributary gradient (approximate average slope): 2-4 %
(c) Flow:
Tributary provides for.
Estimate average number of flow events in review area/year.
Describe flow regime:
Other information on duration and volume:
Surface flow is:
Characteristics:
Subsurface flow: Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
® Bed and banks
® OHWW (check all indicators that apply):
❑ clear, natural line impressed on the bank
® changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
® leaf litter disturbed or washed away
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM.' Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: ll 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):
(ill) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: Little water in channel during field visit. Water was clear.
Identify specific pollutants, if known:
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): Forested riparian corridor.
❑ 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: 0.13acres
Wetland type. Explain: Palustrine Emergent.
Wetland quality. Explain:Wetland scored a 29 on the NCDWQ Wetland Rating Worksheet.
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationsh' with Non-TNW:
Flow
n -
Flow is:Explain:
Surface flow is: M
Characteristics:
Subsurface flow: 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 benn/barrier. Explain:
(d) Proximity Relations 1 t
Project wetlands are Mriver miles from TNW.
Project waters are aerial strai ht miles from TNW.
Flow is from:
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: Watershed is forested.
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
® Riparian buffer. Characteristics (type, average width):Forested but%r.
® Vegetation type/percent cover. ExplainTorested cover - 100%.
❑ 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 an
All wetland(s) being considered in the cumulative analysis: g
Approximately ( 0.13 ) 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 0.13
Summarize overall"biological, chemical and physical functions being performed:
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 III.D:
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 IILD:
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 IIID:
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 (fl), Or, acres.
Wetlands adjacent to TNWs: acres.
RPWs that flow directly or indirectly into TNWL
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: Stream scored a 21 on the NCDWQ Stream Classification Form for the upper reach and a 29 for the lower reach.

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 800 linear feet 5-10 width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs8 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 conclusiotfis 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.
IN 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: Hydrology from wetlands flows directly into RPW.
Provide acreage estimates for jurisdictional wetlands in the review area: 0.13 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWL
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.
7. Impoundments of jurisdictional waters.9
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).
I. 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):10
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.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
9 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 Repanos.

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 types) of waters:
0 W c;tlands: 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
'udgment (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:
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:
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:7.5 Minute Topographic Quadrangles of Green Level, NC.
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: Aerial (Name & Date):
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 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Extension of Morrisville Parkway III, Stream 6 (UT to Panther Creek)
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: North Carolina County/parish borough: Wake City: Morrisville
Center coordinates of site (lat/long in degree decimal format): Lat. 35.811865° ®, Long. -78.879608-
Universal Transverse Mercator.
Name of nearest waterbody: Panther Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: B. Everett Jordan Lake
Name of watershed or Hydrologic Unit Code (HUC): 03030002
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):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There 1= "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 maybe susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There = "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): r
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
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: Approx 1000 linear feet: 20 width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
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:
1 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 cortinuous 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 IH.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections IH.A.1 and 2
and Section HI.D.1.; otherwise, see Section HLB 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 Rapanoshave 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
,svaterbody 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 HI.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
(1) General Area Conditions:
Watershed size:
Drainage area:
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through ZM tributaries before entering TNW.
Project waters are c river miles from TNW.
Project waters are c river miles from RPW.
Project waters are c aerial (straight) miles from TNW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TW:
Tributary stream order, if known:
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be descnbed 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:
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/'/o cover.
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry:
Tributary gradient (approximate average slope): %
(c) Elm
Tributary provides for.
Estimate average number of flow events in review area/year.
Describe flow regime:
Other information on duration and volume:
Surface flow is: 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
❑
❑ changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
❑ leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack fine
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plait community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
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:
Identify specific pollutants, if known:
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.
')bid.

(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: Explain:
Surface flow is
Characteristics:
Subsurface flow: Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adiacencv Determination with Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by bemr/barrier. Explain:
(d) Proximity Relationshi to T�
Project wetlands are c river miles from TNW.
Project watersio
aerial (straight) miles from TNW.
Flow is from:
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:
Identify specific pollutants, if known:
(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: . .
3. Characteristics of all wetlands adjacent to the tributary (if anyJ
All wetland(s) being considered in the cumulative analysis:
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? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
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 ULD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findingsof
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):
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.
RPWs that flow directly or indirectly into TNWL
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Stream 6 scored greater than 30 on NCDWQ Stream Classification worksheet.
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: Approx 1000 linear feet 20 width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss 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 M.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Odier non -wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWL
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:
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 TNWL
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 TNWL
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 firs
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. 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 (sec 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.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
9 To complete the analysis refer to the Ivey in Section III.D.6 of the Instructional Guidebook.
is 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 FollowingRopnea.

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 types) 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:
Other. (explain, if not covered above):
Provide acreage estimates for non -jurisdictional waters in the review area, where the !g 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
udgment (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 applyr
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 TV: 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 belowr
Maps, plans, plots or plat submitted by or on behalf of the applicant/eonsultant:
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 Cups:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
No U.S. Geological Survey map(s). Cite scale & quad name:7.5 Minute Topographic Quadrangles of Green Level, NC.
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
State/I.ocal wetland inventory map(s):
FEMA/FIRM neaps:
100 -year Flood lain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: 0 Aerial (Name & Date):
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:

DATA FORM
ROUTINE WETLAND DETERMINATION
r4007 rna W-*I—da rinlinn�4inn Manual%
Project/Site:
Date:
Applicant/ Owner: E ra
County:
investigator: 0
State:
Do Normal Circumstances exis on the site? 11
S NO- Communi ID:
Is the site significantly disturbed (Atypical Situation)?
YES NWI Transect ID:
Is the area a eotential Problem Area % If needed, explain on reverse)
YES CNO11 Plot ID:
V C!_ GT AT InAI
Dominant Plant Sp ecies Stratum I Indicator Dominant Plant Species Stratum Indicator
WETLAND HYDROLOGY INDICATORS
[ ] Stream, Lake, or Tide Gauge
tii SGkwou
r o S +r� F A
f t ok wL {
Pic a,k
Gt�
u i Z'A - o-T—
Percent of Dominant
Species that are OBL FACW or FAC(excluding FAG
Remarks:
HYUKULUUY
[ ] Recorded Data (Describe in Remarks)
WETLAND HYDROLOGY INDICATORS
[ ] Stream, Lake, or Tide Gauge
Primary Indicators:
[ ] Aerial Photographs
[ ] Inundated
[ ] OarSaturated
in Upper 12 Inches
�j
O
Water Marks
No Recorded Data Available
[ ] Drift Lines
(] Sediment Deposits
,K -Drainage Patterns in Wetlands
Secondary Indicators (2 or more Required)
FIELD OBSERVATIONS
Depth of Surface Water
(in)
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
] Aquic Moisture Regime
Reducing Conditions
Gle ed or Low-Chroma Colors
V
[ ] Oxidized Root Channels in Upper 12 inches
'Water -stained Leaves
Depth to Free Water in Pit
f` (in)
Z
[ ] Local Soil Survey Data
Test
FAC -Depth
[ ] Other (Explautralin
[ ]Other (Explain in Remarks)
P to Saturated Soil
lin)
Cnll Q
Map Unit Name (Series and Phase):
Drainage Class: b r) tA.11ft
Taxonomy (Subgroup):
Field Observations Confirm Mapped Type? YES NO
Depth Horizon Matrix Color
inches Munsell Moist
PROFILE DESCRIPTION
Mottle Colors Mottle Abundance/Contrast Texture, Concretions,
Munsell Moist Structure etc.
.1
10kAA1
O
O 9- U I (...o vw vv..e v... 0a*v-
HYDRIC SOIL INDICATORS:
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
] Aquic Moisture Regime
Reducing Conditions
Gle ed or Low-Chroma Colors
High Organice Content in Surface Layer in Sandy Soils
[ ] Organic Streaking in Sandy Soils
[ ] Listed on Local Hydric Soils List
[ ] Listed on National Hydric Soils List
Other (Explain in Remarks
Re arks:
1AICT1 AAIr% r1CTCDM1A1ATInN
H dro h is Vegetation Present? Y NO
Wetland Hydrology Present? S NO Is this Sampling Point Within a Wetland. �i)NO

DATA FORM
ROUTINE WETLAND DETERMINATION
11987 rOF Wetlands Delineation Manual)
II
Project/Site:
Date:
Applicant/ Owner: p A
County:
Investigator:,0
State:ILI
Do Normal Circumstances exit on the sit J7
YES N Communi ID:
Is the site significantly disturbed (Atypical Situation)?
YES Transect ID:
Is the arta a eotential Problem Area? If needed, explain on reverse
YES NO A Plot ID:
Dominant Plant S ecies Stratum I Indicator
Dominant Plant Species Stratum Indicator
Irl —`
WAIMA
140111\4
2
t
T
XNo Recorded Data Available
o ao
Percent of Dominant Species that are OBL FACW, or FAC(excluding
FAG
Remarks:
Depth of Surface Water
IYDROLOGY
[ ] Recorded Data (Describe in Remarks)
WETLAND HYDROLOGY INDICATORS
[ ] Stream, Lake, or Tide Gauge
Primary Indicators:
( j Aerial Photographs
[ ] Inundated
[ )Other
[ ] Saturated in Upper 12 Inches
XNo Recorded Data Available
[ ] Water Marks
[ ] Drift Lines
[) Sediment Deposits
[) Drainage Patterns in Wetlands
Secondary Indicators (2 or more Required)
FIELD OBSERVATIONS
Depth of Surface Water
(in)
[ ] Oxidized Root Channels in Upper 12 inches
[ ] Water -stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit
(in)
N
Remarks:
[ ] FAGNeutral Test
( ] Other (Explain in Remarks)
Depth to Saturated Soli
(in)
OILS
Map Unit Name (Series and Phase): W1\
L)'7_ Drainage Class: A, o (Jl9
Taxonomy (Subgroup):<U
Field Observations Confirm Mapped Type? YES NO
Depth Horizon Matrix Color
inches Munsell Moist
PROFILE DESCRIPTION
Mottle Colors Mottle Abundance/Contrast Texture, Concretions,
Munsell Moist -- Structureetc.
S19
t= -
HYDRIC SOIL INDICATORS:
(] Histosol
[) Histic Epipedon
(] Sulfidic Odor
[ ] Aquic Moisture Regime
O Reducing Conditions
Gle ed or Low-Chroma Colors
[ ] Concretions
[ ] High Organic Content in Surface Layer in Sandy Soils
[) Organic Streaking in Sandy Sods
[) Listed on Local Hydric Soils List
[ ] Listed on National Hydric Solis List
Other (Explain in Remarks
Remarks:
VETLAND DETERMINATION
Hydrophytic Ve etation Present? YES O
Wetland Hydrology Present? YES O Is this Sampling Point Within a Wetland? YESNO
Hvdric Soil Present? I YES

USACE AID# DWQ # Site # S ( (indicate on attached map)
;,,,; STREAM QUALITY ASSESSMENT WORKSHEET;
Provide the following information for the stream reach under assessment:
1. Applicant's name: TDVJn Of Cafe` 2. Evaluator's name:
3. Date of evaluation: 61/11,07 4. Time of evaluation: I I�t'1�6t
5. Name of stream: (AT JM 1)&rWW Oft Ck_ 6. River basin: �e
7. Approximate drainage area: dD ac 8. Stream order: Sf
9. Length of reach evaluated: up T{" 10. County: NO e
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): r1
Latitude (ex. 34.872312): -� 5 . Qi I Io L) 5 Longitude (rx 77.5%611): 1 g 1 1t
Method location determined (circle): opo Sheet Onho (Aerial) Photo/GIS Other GIS Otho
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying streams) location):
NtSt of W, 55
14. Proposed channel work (if any):
as
15. Recent weather conditions: Clr_ar t- 0 8 "�
16. Site conditions at time of visit: ^ -1v
17. Identify any special waterway classifications known: _Section 10 Tidal Waters _Essential Fisheries Habitat
Trout Waters _Outstanding Resource Wates _Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES.f yes, estimate the water surface era:
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey?CYES )10
21. Estimated watershed land use: _% Residential % Commercial _% Industrial %--A��gricultunil
...................... :..................... ........... ................... .... ............�....._.......... ..........._............................................................................._...................._..._......... ._........................ _................................. .............. ....... ................
Q % Forested _% Cleared / Logged % Other ( 2 )
22. Bankfull width:23. Bank height (from bed to top of bank): 3 _
24. Channel slope down center of stream: _Flat (0 to 2%) Gentle (2 to 4°/s) _Moderate (4 to 10%) _Steep (>10%)
25. Channel sinuosity: Straight _Occasional bends Frequent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse):._
Evaluator's Signature /�' G �X.- Date 8/16w7
This channel evaluation is intended to be used only as a guide to assist landowners and environmental professionals In
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919-876-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
- i nese cnaracteristics are not assessed in coastal streams.

USACE AID# DWQ # Site #_-%)-2 (indicate on attached map)
pet` Katch
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: -fow'1 0f 2. Evaluator's name: ;Cn1hXk
3. Date of evaluation: F"31 It 101 4. Time of evaluation:
5. Name of stream:_ I IT in Ph r.l?t,IL 6. River basin: &PC gw,
7. Approximate drainage area U 5 W 8. Stream order: 2nd
9. Length of reach evaluated: % nn4 10. County: We -
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if arry):
Latitude (ex 34.11M12): 355. ?51(7 t0 `J Longitude (ex 773r�56611): - ' T. 919
(POR
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation note nearby roads and landmarks and attach map identifying stream(s) location):
Wes+ Of or-
14.
Cl4. Proposed channel work (if any):
15. Recent weather conditions: e4ae N/1 (ZAtOEVWTs t, IV010 'PBAOM-1
16. Site conditions at time of visit: Syhh
17. Identify any special waterway classifications known: _Section 10 Tidal Waters _Essential Fisheries Habitat
rout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (I -m
18. I' there a pond or lake located upstream of the evaluation point? YES 0 If yes, estimate the water surface area
19. Does channel appear on USGS quad map? 46j)NO 20. Does channel appear on USDA Soil Survey? (a)NO
21. Estimated watershed land use: _/o Residential _% commercial _% Industrial _% Agricultural
r,
IM--AForested_ A Cleared / Logged °A Other ( 1
22. Bankfull width: J 4 23.3. Bank height (from bed to top of bank):_ � " o1F♦
24. Channel slope down center of stream: _Flat (0 to 2%) J Gentle (2 to 4%) _Moderate (4 to 10%) _Steep (>10%)
25. Channel sinuosity: Straight •Occasional bends _Frequent meander Very sinuous . _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of hoar to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): Comments:
Evaluator's Signature&z ! Date A 11r. 47
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionab in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919-876-8441 x 26.

' These characteristics are not assessed in coastal streams.
�t �t_Oa�ta t P1Edmon.
.. �7�SSFr.!,�� •xa� r.az ^�ttJwa�a` �,, �.¢ .� i : 3 � c
Presence of 1]0� pe sistent p ols rn stream � � a�, ,
..
.. no ilov5orsaturation,�H siron '�lo ,, tnax points ;.� 3
_
,y dencer of ast��uman � el-atio ,,
{extensive a feratrbn, nn. a1teratton �, rrit om#
°2
?Ri�atan 2 nt - &f
A
no, bu erg (] conn rso wt e:bufier�, max mts..« :b..
.N...s
- `h„ Jvfl�-: Y.3Y..4 dE"iYW'•�-�>kt<• �Y`:Wtin'1.'hN YvYnSi, � " 9i ..
Ei�dence ofnutnent or chemr:ca'i citschargesz
n
o`-
nnd Ater discba e
-Presence o,�' a��acent flb��`larn
'
�> nofiioo�p airt„ . extens�Ye,il p
�-
;-^xko z
enchmt= 7loodp]atn access
a
ench�e U ire uent-flp m +inax. b"ints rr?
. �
4 ...
Prese��o� a�jaccn `wP#land9
a©rveIlamn--�—, .;U arQe:azija ent „ e an
ON s y
ensre
Sedi Tient a.
r exiensly ,', Cpositl -omts
,�.�'
Sem&�)vxr qty o?rchanne7xbed subs#ra'f '
�fne, Dino eno �U 3ar a dr ers,_ �zes M;anax_ Danis - ,
`-bY'} 4 k'+nc ."- f:#�aAim+:Lad%'Sfk'�"�i••k #. ( h.'z � ,.
r � E� i'dence of channe� rncisrott,.o�r H��emng�Y`�� � �,�
�'-� ��:�
r
3 :` eep] �ncrsed0�ta"b ez`b�ariks ?naX Dints ,.�
Se�eie"e7o eKN
fif '-
Q. Ih an ile Ru' pD._ R
isrb�e oohs de t5.throUe'hourl;z
I
� Tm act�by�a rrcul�ur� liyestoc�t ,flr #rmcr'ksproduction,��
���=.. ]3
��..
:. sq alrim a :no Ytdence max oras .
_
Wrc� nce of�ifile p oy"ip �e 01 compyezes
nflfles/npp]es or;pos U e]1 deve90 ed max Dints
t� ?'Fa -� z Y..
abrtai com It `rt ��
„� {Irii3e or,nn abr• tom' frequent, vari��hali�tat5m� rna�t' Dmfs
� r�]g � ``"Canoe coverage ii�4e �s r;eambed '< "
CAntanuolQ ,�an0, In83t-. omiS
ibstaiE�'�`e�ne
„g
ijee., ;embe de,00sest�cnrr`em
Orr.P':w'd+� laTa ra#est se.o eYadeiac�yc, mm p,nerpus pes=;points
-! _ no evrrjen . common r�umero es, m"fix`" IM
..
4
' These characteristics are not assessed in coastal streams.

USACE AID# DWQ # Site # (indicate on attached map)`
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
I. Applicant's name: rMVJ Vti
3. Date of evaluation: t, IS 10-7
5. Name of stream: uT
7. Approximate drainage area: CpF.]Aie
9. Length of reach evaluated: (D 0 0
2. Evaluator's name: 42A.Q, t�'A kl 1
4. Time of evaluation: D a -le u
6. River basin:
8. Stream order: 2-11
10. County: Wig "
11 Site coordinates (if known): Prefer in decimal degrees. 12. Subdivision name (if any): q
Latitude (ex. 34.872312): 3S • W as 31 Longitude (ex. - 77.556611): `
Method location determined (circle): PS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any):
15. Recent weather conditions:
16. Site conditions at time of visit:
17. Identify any special waterway classification known: ' Section 10 _Tidal Waters _Essential Fisheries Habitat
_Trout Waters _Outstanding Resource Waters Nutrient Sensitive Waters _Water Supply Watershed (1 -IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad mapYE NO 20. Does channel appear on USDA Soil Survey? !'ESS NO
21. Estimated watershed land use: _% Residential _% Commercial
U% Forested _% Cleared / Logged
22. Bankfull width: ( ci R 23. Bank height 1
24. Channel slope down center of stream: _%• Flat (Oto 2%) Z% Gentle (2 to 40/6)
25. Channel sinuosity: _Straight Occasional bends _Frequent meander
_% Industrial _•/. Agricultural
L u % Other
from bed to top of bank):.
% Moderate (4 to 10%) _% Steep (>10%)
Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain,
vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the
range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should
reflect an overall assessment of the stream reach under evaluation. if a characteristic cannot be evaluated due to site or weather conditions enter 0 in
the scoring box and provide an explanation in the comments section. Where there are obvious changes in the character of a stream under review
(e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form
used to evaluated each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of
the highest quality.
Total Score (from reverse):44 Comments:
--Tin rl (+AfTXlni„ A 1 _Gale ►r,-l/OA'hAtn MnINrfitanr-1 T
Evaluator's Signature: a4, CIe9(VD Date: (, 15 I O7
This channel evaluation form is intended to be use only as a guide to assist landowners and environmental professionals in gathering the
data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form is subject to USACE approval and does not imply a particular mitigation ration or requirement. Form
subject to change - version 06/03. To Comment, please call 919-8776-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION
' RAN
`# CHARACTERISTICS:
Coa t.
,_
Piedrtlo I iVlountain
SCORE"
1 Presence of flow / persistent pools in stream
0-5
0-4 0-5
a
(no flow or saturation=O; strong flow=max points).
2 Evidence of past human alteration
0-6
0-5 0-5
i
extensive alterationu no altergion=max points
3 " Riparian zone
0-6
0-4 0-5
no buffer -0; contiguous wide buffer--maxpoints)
..
4 Evidence of nutrient ox cip *cal. dischargers
0-5
0�:4 0-4
,
]
extensive discharges -0, no discharges=max points _
. .`
5 Groundwater discharge.
'
0-4
no duel it e=0; s rin s; se s, aveilan&; :etc.=max points)
..::
presence ofadjacent floodplain
0 - 4
0 ='4 ` 0-2
no flood lain; extensiveA66 lain=max ints
.
. 7 Entrenchment / floodplain access
-
0-5
0 4. 0 - 2
de 1. ;entrenched -O; fre uenf iioodin ax oints
$ Presence of ad3acetif�wetland s
0-6
O
no wetlands�l, la cad aee3,+eflands=max irts
Channelii�011
`
extens�vEchannelizah©n ; iza _�fietinder-maxpoints)
lt#Sedirnen n
�
0
4
ensrye de ositton-il, l�itli
_ sd�ment-max oints
4 L3
l3 z� Size & diverMtYof chap l bed substrate
x
Ott [#
'1
k
(fine fiomo ereous (i tai a
Oc
se sues=max mts�
4
l )✓iidence of chonnel mcisron Qr ►vid'eui
il ;
deeplyOC.Pply museazpoints)...
._:.... ... :::.
V
Presence of'xma oar
p jn 4
! 1
.a
-ItnI{ailures
severe.eros�on-0, no erosx"wp sa°ban"}cs-max omts�
Itoolt.dtt► iQYi ens on tianit
_ ; 0
:;. no!�stbe�roots-0, deme rob ttito ibl�t-iaxpoints)1
�.. .
}� : 15 z{Tmpact agr�culturetLXo': rtmbr production,
(subsarit�'a Dints
.... .. roe.. ._
`
�� . lt}i"� =` Prese a of raffle-��b�o�� Ppb` wool completes
0 �` y;� �`�` � '�• R �
a
�
:; _no riffle�n les or _oo]s , Oj vuec've%o ea -max oints
,,. "'. •r.}
l k
xk. ro
{.ate h �abitaltcom
c•� ,
br;nct haUiYat-0, fret; - ent d, ax .Dints`'.
1 { 01- Canopy cgverage oo , s#reambesl`
� t . t i)
no sh�atl n tee' etaiion .:0 c'onfinm nopj Max oints
x . M4. z
1
#*` Substrate em" ednlndt
`
emledded, 7ogsetninf;t�nax Dints
' 20* PrgsencC of strea tnvex�e `atcs (see age 4)
- S::
a
` . no ev�denee=D, common, numerx�s, : es=rriax o�nts
{
2I lE•resenae bfampriaoi
p; 4 00 4
(no evidence -0, cornmon,nurn7Gmrg es=maX rots
.:,
oC
0 4 0 ik Oy4...
O
cq
no ev)c3ence-ii, comiron,ume%us . ,--max orpts
23 EWdence Qf wll'dii a rase
0-6 0 `;i 0 5
O
(no.evidence ;abundant yidenee=rnax points)
,
t
^� '� � +i ��•`' sib ,. .a ��r ,t -,�
",� t >ytbt� f..
?. f .�.
.ri.,-ia. ...4 .'�,S.F • 'fi x.4�"'. Y kTdi�f.+i Jt .. , r� •�
�"s.
.. sf ..4. � •`
c.IS
, `iY" t��'I q..-i`!A.(.•.yH���'+� S'C.! W��fE•, 4r 't PY.YlY1✓^ '''Y'a4*�„i8�``��
5 r d ' TOTAICOI a so rater, on Trst
'K ..:

USACE AID#.
DWQ # Site # (indicate on attached map)'
F' STREAM QUALITY ASSESSMENT WORKSHEET
.�. -meq_.
Provide the following information for the stream reach under assessment:
1. Applicant's name: -Nm
6 T o,
3. Date of evaluation:
6 lc;, ( o 1.
5.Numcof;tream:
'p FAIAJ(IA ty C�Cc-y—
7. Approximate drainage area:
Z?✓~ �7��,
9. Lente h of reach evaluated:
1 000'
11 Site coordinates (if known):
Prefer in decimal degrees.
Latitude (ex. 34.872312):
3S
2. Evaluator's name: - ?I ud Q2?o
4. Time of evaluation: ( 2 hV�-
6. River basin: bk--of-
& Stream order: 3
10. County:!1-
12. Subdivision name (if any):
Longitude (ex. – 77.556611):$
Method location determined (circle):0 Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any):
15. Recent weather conditions:
16. Site conditions at time of visit:
17. Identify any special waterway classification known: _, Section 10 Tidal Waters _Essential Fisheries Habitat
Trout Waters _Outstanding Resource Waters Nutrient Sensitive Waters _Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface arEES)
ea
19. Does channel appear on USGS quad map? Y E NO 20. Does channel appear on USDA Soil Survey? NO
21. Estimated watershed land use _°/. Residential _%Commercial
/
[a% Forested _°/. Cleared / Logged
22. Bankfull width: j t1J 23. Bank height 1
24. Channel slope down center of stream: _% Flat (Oto 2%) X-2% Gentle (2 to 41A)
25. Channel sinuosity: _Straight Occasional bends Frequent meander
--/* Industrial _%.Agricultural
_% Other ( )
From bed to top of bank): t
_Yo Moderate (4 to 109/6) '/o Steep (>10%)
_Y° Very sinuous _Braided channel
Instructions for completion of worksbeet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain,
vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the
range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should
reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions enter 0 in
the scoring box and provide an explanation in the comments section. Where there are obvious changes in the character of a stream under review
(e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form
used to evaluated each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of
the highest quality.
Total Score (from reverse): 150 Comments:
Evaluator's Signature: 1044k Date:
S fl -7
This channel evaluation form is intended to be used Inly as a guide to assist landowners and environmental professionals in gathering the
data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form is subject to USACE approval and does not imply a particular mitigation ration or requirement. Form
subject to change – version 06/03. To Comment, please call 919-8776-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
�QIiV�'
'"`
f CHARACTERISTICS'OIi
ECQREGION
E x`
Coastal �! dmt :iVluuntA
;
1 Presence of flow / persistent pools in stream
0-5 0-4 0-5
1
(no flow or saturation; strong flow-maxpoints)
2 Evidence of .past human alteration
extensive alteratiotOO; no.:alteratlon--maxpoints).
3 Rip..ian. ..o..n:.e.:.:... .
` ' Riparian z
0-6 0 - 4 0-5
(no buftet=t1; contiguous, wide buffer-maxpoints)
4..- Evidence of nutrient orchemical-dischargers
extensive discharges; noischares=max points)
5 Groundwater dgebargs .
's,Arklar3Tds:etc.=maxpoints)2-
0-3 4: 0 a.......
no discliar a=0; s nn S, CL
_ _
ty.
6 Presence o1'`adacent ltoodp)sin
0- 4 0= 4 0-2
no flood lain; extensive -flood lain=max points)
.:
7 Entrenchment / floo7 lain :access
=
dee 1 entrencbed-n; fro uent,11 n - rots
$ Presence of adage t wetlands
"e
0
wetlands=0, lar ad cer;,� etlands-max points
t:� ,
=-5,z� A
(extensive channebzatro i=o rf Vint naer=rnax mts
..
rte..
%.
lfifi l
.. (extensive d osihon b,. Utfl�e, r ed rn6ax oints
1 Srze &diversity of ehanJI lJl e'd'' substrate
v-A:Frz��'• -y
y�
- a . f '� ... i �
�(fine,'homo eneous Olar a ,rust sizes max oints.«.,
1 _ Evrde�rce of charm l ticrs"IILn o rvrtlPing
•.
f� yiti s
V.:..
t
de• : 1 incised O, staUe biiTC-max points)
f. x j«iaA zwv f
,
13~� Piesence gffmalo' bntfailur+es
//�� �` "`:' :< �.'
(severe -0, no eros�o�e far li cs-maz
i
'; erosion points
w 1At fo61depth ana 3enM` JV.
to
�
511
Y„ ,--,no-vsiil,."xeotpoin
...
15, i - Impart>by ancultures�iestoc nrryi� bey production
' v
D;� t
s
�
substantial rm a Q Q. er'�+� ... ��k�:7r1aX 0]IItS
�`:' �• t civ 'i.:';.
1 Presence Ai jrffle-AOl�il a tiol co7rr le=es
rrn3 n flesh �es or .00 swel eve oed-7riax points).
,,,
(little oraio ]iab�tai-0, fie t�ent1aricl"hab tats -max oints
'
W�l
(no Shadur ve etatibn, continuous rano ax Dints
ire'
Wk Substrafe em edded'eii$
Ak PR
r Irk
.K
�.
(dee l i m4iedded=U, basest hfre-maX oints
20 Presence of streau,anyerelzates`see page 4)
(no':e�!rc�ence=l), common,nvnus es=max: Dints'.
i Presence of aiiiphrinii8
z.,
t1 4 fl± �' ii-�4
(no evidence Q;. common num>e es=max. points!:.
..
rte«
�....: .... ::.
22 Presence
d -
' -max
D.
_,.ctl no evidence Ci, comTrion, ry ou es Dints
'fir
23 Evidence o>%wai�h%tine
0 6 fl L5 D 5`
(nq evidence -0, abundant;ev�d`encO_nMx points)
TvPo nts�;d OSSII���� •��No-c ter
�
X� s_:
.¢'p, ���'��3 }� ,
�.v �a����
.a
w s�
Sii°-wFij•,,.y,11' x.
2 � fiO�AL SCO n er.ronfi`rstparge� �-
F
� ° '
/✓lam/ ►�/
�sQ
✓ V

WETLAND RATING WORKSHEET Fourth Version
Project Name MQJF 111 Nearest Road &, 15.5
County 1VOUCG Wetland area D. 1.3 acres Wetland width 3�!> feet
;'dame of evaluator
Wetland location
_ on pond or lake
on perennial stream
on intermittent stream
_ within interstream divide
other:
Soil series: Worsham
_ predominantly organic - humus, muck, or
peat
predominantly mineral - non -sandy
_ predominantly sandy
Hydraulic factors
_ steep topography
_ ditched or channelized
total wetland width > 100 feet
Wetland type (select one;
V Bottomland hardwood forest
_ Headwater forest
_ Swamp forest
_Wet flat
_ Pocosin
— Bog forest
Date
Adjacent land use
(within %Z mile upstream, upslope, or radius)
,/ forested/natural vegetation IQV%
_ agriculture, urban/suburban %
impervious surface %
Dominant vegetation
(1) ed VM9IG
(2) I-{;ASQkwnnd
(3) �onsvhvc Far.
Flooding and wetness
_ semipermanently to permanently flooded or
inundated
seasonally flooded or inundated
7/ intermittently flooded or temporary surface water
_ no evidence of flooding or surface water
Pine savanna
Freshwater marsh
_ Bog/fen
Ephemeral wetland
Carolina bay
_ Other.
The rating system cannot be applied to salt or brackish marshes or stream chamtels
R
Water storage
x 4.00 =
. A
Bank/Shoreline stabilization
a, x 4.00 =
® Wetland
T
Pollutant removal
••
1 x 5,00 =
ratio
I
Wildlife habitat_
x 2.00 =
N
Aquatic life value
a x 4.00 =
fG
Recreation/Education_
x 1.00 =
F -6-D I
** Add 1
point if in sensitive watershed and >10% nonpoint source disturbance within
V2 mile upstream, upslope, or radius

1
North Carolina Division of Water Quality- Stream Identification Form; Version 3.1
Date: 51,31101 Project: HPE M Latitude: 1 (0 4
-Evaluator. AGI t 5 �.+ Site: Longitude:
Total Points: Other 6 r(w
Stream is at least intermittent County: y� /a1' p e.g. Quad Name: VG
if 219 or rannial ff 230 Nod C L
A. Geomorphology (Subtotal=
Absent Weak
Moderate
Strong
1'. Continuous bed and bank
0
1
2
3
2. Sinuosity
0
1.5
2
3
3. In -channel structure: riffle -pool sequence
0
1
2
3
4. Soil texture or stream substrate sorting
0
1
2
3
5. Active/relic floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
0
7. Braided channel
0
1
2
3
8. Recent alluvial deposits
0
1
2
3
9' Natural levees
0
1
2
3
10. Headc uts
0
1
2
3
11. Grade controls
0
10.5
1
1.5
12. Natural valley or drainageway
0
0.
1
.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No'= 0
Yes w 3
Man -mace cricnes are not rates; seenaiscussiom in mares
14. ounwater Grdflow/discharge
0
1
2
3
15. Water in channel and > 48 hrs since rain, g
Water in channel - d or growingseason
0
1
2
3
16. Leaflitter
1.5
1
0.5
0
17. Sediment on plants or debris
0
0.5
1
1.5
18. Organic debris lines or plies (Wrack lines)
0
COZ 1
1
1.5
19. Hydric soils (redoximorphic features) present?
0.5
No = 0
27. Filamentous algae; pedphyton
Yes =1.5
2. Fibrous roots in channel
3
2
1 0
217. Rooted plants in channel
3
2
1 0
22. Crayfish
0
0.5
1 1.5
23. Bivalves
1
2 3
24. Fish
0.5
1 1.5
25. Amphibians
0
0.5
1 1.5
26. Macrobenthos (note diversity and abundance)
0.5
1 1.5
27. Filamentous algae; pedphyton
1
2 3
28. Iron oxidizing bacteriatfungus.
0
0.5
1 1.5
29 . Wetland plants in streambed
FAC = 0.5; FACW = 0.75; OBL = 1.5
SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, item [a focuses on the prebumm w aquawu w watwilu p muw
Skekk
Notes: (use back side of this form for additional nolss.)
Phd nnel 44112A Au til rA l Ad fi'i/d VIs11
lit 'Nau

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: I Lr 101 Project: MPE I I Latitude: 35.811$ (v 5
Evaluator. Site:_r S3 _ �PPu' Longitude: -?g '�19 1v0&
Total Points: Other Cltrl eVf.�
Stream is at least intermHtent � I County: }/1 I n e e.g. Quad Nam!•
H 219 orperennial H 2 30 Y v t^
A. Geomorphology (Subtotal=
Absent
Weak
Moderate Strong
1'. Continuous bed and bank
0
1
2
3
2. Sinuosity
0
1•
2
. 3
3. In -channel structure: riffle -pool sequence
0
1
2
3
4. Soil texture or stream substrate sorting
0
1
2
3
5. Activeirelic floodplain
0
1
No = 0
3
6. Depositional bars or benches
0)
1
2
3
7. Braided channel
0
1
2
3
8. Recent alluvial deposits
0
1
2
3
9' Natural levees
1
2
3
10. Headculs
1
2
3
11. Grade controls
0
0.5
1.5
12. Natural valley or drainageway
0
0.5
1
1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No's 0
Yes = 3
mawmaoe oiicnes are nor raiea; see ancussions in rrrerxrai
R_ Hvdminnv fSuhtntal = A 1
14. Groundwater flow/discharge
0
1"
2
3
15. Water in channel and > 48 hrs since rain, g
Water in channel - d or growing season
02
10
1 1.5
3
16. Leafiitler
1.5
1
0.
0
17. Sediment on plants or debris
0
0.5
1
1.5
18. Organic debris lines or piles (Wrack lines)'Co
27. Filamentous algae; periphyton
1 0.5
1
1.5
19. Hydric soils (redoximorphic features) present?
1 1.5
No = 0
FAC = 0.5; FACW. = 0.75; OBL =1.5
SLes =1.5
C. Rininrnr /Suhtntal = In 1
20 . Fibrous roots in channel
2
1 0
.
21 Rooted plants in channel
2
1 0
22. Crayfish
0.5
1 1.5
23. Bivalves
0 1
2 3
24. Fish
0.5
1 1.5
25. Amphibians
0 0.5
1 1.5
26. Macrobenthos (note diversity and abundance)
Co 0.5
1 1.5
27. Filamentous algae; periphyton
0 1
2 3
28. Iron oxidizing bacteria/fungue.
CO: 0.5
1 1.5
29 . Wetland plants in streambed
FAC = 0.5; FACW. = 0.75; OBL =1.5
SAV = 2.0; Other = 0
items zu ana zi rocus on ine presence of upland plants, item 29 focuses on the presence of aquatic or wetland plarNs
Notes: (use bade side of this form for additional nobs.)
Sketch:

i
North Carolina Division of Water Quality - Stream identification Form; Version III
Date: ' lc;,
� 01 Project: I , 'rlj m Latitude: 35,
kl a a 3l
Evaluator: �4wda720 St Ae t Q�i Site: 2 Q�tLovitr Longitude: _ /em L�
Total Points: VtJ County: Other ,/�
Stream is at least intermittent ✓7 e.g. Quad Name: t Qt ' '
if > l9 or erennial of > 30 ��
A. Geomorphology Subtotal
Absent
Weak
Moderate Stlpqng
1'. Continuous bed and bank
0
1
2
3
2. Sinuosity
0
1
2
3
3. In -channel structure; riffle -pool sequence
0
5
2
3
4. Soil texture or stream substrate sorting
0
0.5
2
3
5. Active/relic floodplain
0
1
2
3
6. Depositional bars or benches
0
1
No = 0
3
7. Braided channel
0
1
2
3
8. Recent alluvial deposits
28. Iron oxidizing bacteria/fungus
C1
2
3
9'. Natural levees
0)
FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
2,
3
10. Headcuts
3
11. Grade controls
0
1
. 1.5
12. Natural valley or drainageway
1
1.5
13. Second or greater order channel on existing USGS or
NRCS map or other documented evidence.
No = 0
Yes
Man-made ditches are not rated; see discussions to mutual
R T-Tvrlrnlnov (Rrnhtntal = - 1
14. Groundwater flow/discharge
0
2
1
2
3
15. Water in channel and > 48 hrs since rains, or Water in
channel - dry or growing season
0
1
1
2
3
16. Leaflitter
1.5
1.5
1
5
0
17. Sediment on plants or debris
0
24. Fish
0.5
1.
1
18. Organic debris lines or piles (wrack lines)
25. Amphibians
0
0.5
1'
1.5
19. Hydric soils (redoximorphic features resent?
0
No = 0
Yes= 1.5
1.5
(` Rinlnc v (Rrnhtntal = 1 1
20 . Fibrous roots in channel
2
1
0
21 b. Rooted plants in channel
2
1
0
22. Crayfish
0.5
1
1.5
23. Bivalves
0
1
2
3
24. Fish
0
0.5
1
1.5
25. Amphibians
0
OU
1
1.5
26. Macrobenthos (note diversity and abundance)
0
0.5
1.5
27. Filamentous algae; periphon
0
1
3
28. Iron oxidizing bacteria/fungus
0
0.5
1
1.5
29b. Wetland plants in streambed
FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
'Items 2U and 11 locus on the presence of upland plants, item 19 focuses on the presence of aquatic or wettano plants
Notes: (use back side of this form for additional notes) Sketch:

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 01 Project: n�'t� Latitude: �S O� 2
Evaluator: Site:dG22o S�� �l� o Longitude:
6 0 C4n
T9tal Points: - County: Other
Stream is at least intermittent ' Ik(n'/ p e.g. Quad Name: ' D
if > 19 or perennial of> 30
7
A. Geomorphology Subtotal = `�)
Absent
Weak
Moderate
Stroup,
1'. Continuous bed and bank
0
1
2
3.
2. Sinuosity
0
1
2
2
3. In -channel structure; riffle -pool sequence
0
'T
2
3
4. Soil texture or stream substrate sorting
0
1
2
3
5. Active/relic floodplain
0
1
27. Filamentous algae; i h on
3
6. Depositional bars or benches
0
1
2
]
7. Braided channel
/'$?
1
2
3
8. Recent alluvial deposits
0
1
2
k3
9°. Natural levees
0
1
2
3
10. Headcuts
1
2
3
11. Grade controls
0
05
1.5
12. Natural valley or drainageway
0
0.5
1
1.5
13. Second or greater order channel on existing USGS or
NRCS map or other documented evidence.
No = 0
Yes3
J
' Man-made ditches are not rated; see discussions in mimual
o v..a_ i ... e..1..-4-1 - (/7 1
14. Groundwater flow/discharge
0
1
1
2
3
15. Water in channel and > 48 hrs since rains, or Water in
channel - dry or growing season
0
22. Crayfish
0.5
2
3
16. Leaflitter
1.5
2
1
0.5
0
17. Sediment on plants or debris
0
25. Amphibians
0.
1
1.5
18. Organic debris lines or piles (wrack lines)
0
1
0.5
27. Filamentous algae; i h on
1.5
19. Hydric soils (redoximorphic features resent?
3
No = 0
Yes t1
]
r u:,.t,,.,., !c„ t,r^r01 = 4') 1
20b. Fibrous roots in channel
2
1
0
21 . Rooted plants in channel
2
1
0
22. Crayfish
0.5
1
1.5
23. Bivalves
1
2
3
24. Fish
0.5
1.5
25. Amphibians
0
1
1.5
26. Macrobenthos note diversityand abundance-
5
1
1.5
27. Filamentous algae; i h on
1
2
3
28. Iron oxidizingbacteria/fun
0 .5
]
1.5
29b. Wetland plants in streambed
FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0
"Items 20 and 21 locus on the presence of upland plants, Item w focuses on the presence or aqutuic ur wcumlu puna
Notes: (use back side of this form for additional notes) Sketch:

ENG FORM 4345 — APPENDIX A
APPENDIX A: USACE JURISDICTIONAL DETERMINATIONS
SECTION B - FUTURE I-540 INTERCHANGE AREA
Town of Cary Morrisville Parkway Extension Phase III Appendix A — Section B

31824954
November 9, 2007
Mr. Monte Matthews
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
RE: Request for 404 Final Jurisdictional Approval: Morrisville Parkway Phase 3/I-540
Interchange Area, Morrisville, Wake County, North Carolina
Dear Mr. Matthews,
As described in previous correspondence, The Town of Cary (TOC) proposes to construct a new segment of
Morrisville Parkway on new location to intersect with the future alignment of I-540 (R-2836) in Wake
County, North Carolina (Figure 1). URS Corporation — North Carolina (URS) has been contracted by the
TOC to complete the planning and design tasks associated with Section B of Phase III of this project. Phase
III will connect the existing Morrisville Parkway from its current terminus at the eastern side of NC 55 with
Green Level Church Road. Section B includes only the proposed interchange with I-540 (Western Wake
Expressway — R-2635) and Morrisville Parkway Phase III (Figure 1). Included in the scope of URS's tasks
was the delineation of jurisdictional surface waters and wetlands. The project area for Morrisville Parkway
Phase III overlaps the project area designated by North Carolina Department of Transportation (NCDOT)
for I-540.
URS and representatives from the USACE and North Carolina Department of Water Quality (NCDWQ)
examined the jurisdictional features identified within the study area boundaries in February and June 2006.
Figure 1 shows the approximate location of these areas. Also shown on Figure 1 is the approximate NCDOT
study corridor in which wetlands were previously identified and a Jurisdictional Determination has already
been obtained. Along with Figure 1, final plat maps sealed by a Professional Land Surveyor, which show
more detailed wetland and stream information, are enclosed. Since the field investigations for this interchange
area occurred before the revised USACE Jurisdictional Determination guidance was issued on June 5, 2007 as
a result of the Rapanos vs. United States case, the TOC is willing to pursue a Jurisdictional Determination
according to the pre-Rapanos case guidance.
At your earliest convenience, please issue documentation of the official jurisdictional status of -these features.
Please contact me with any questions at [phone] (direct line) or by e-mail at
[e-mail].
Best regards,
URS Corporation - North Carolina
Charles E. Benton, PWD, PWS
Senior Environmental Scientist
CEB/TLS:bkc
cc: Mr. Ian McMillan — NCDWQ (w/Enclosures)
Mr. Russ Overton, PE — Town of Cary (w/Enclosures)
Enclosures Figure 1
Sealed Survey Plat Maps
P:\Jobs3\31824954 Morrisville Parkway III\)D for Interchange im\Correspondence\Matthews_Regmu Fi W JD-110907—LTR„$cction B.doc

a. Wetland M
Approximate
■ t'
NCDOT Study Corridor
t
Wetland LIN
Wetland J
■ '
■
Wetland
Stream F
! Stream D
t
Wetland Bi
■
3
~'
I" ■ Pond ,C
Stream C
tea:"
43
■ .:, 1
le
Stream A " "
E
:.'
Legend
Date: November 2007
Town of Cary
N
Q Study .Boundary
w E
'" 0 1 ,
--r- NCDOT Study Corridor
- Approximate Centerline
0 250 500 1,000
Wetlands
Feet
Extension of Morrisville Parkway
Ponds
Figure 1
Phase Ill
-- Streams
Jurisdictional Wetlands
Source: USGS Topographic Quad,
Green Level, NC 1993
and Streams

VICINITY MAP
DATUM DESCRIPTION
IE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT'BL474'
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 748,038.402(9) EASTMIG: 2,032,049.015(9)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRD) IS: 0.999893311
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'BL -474' TO N.C.G.S.'SPILLWAY' IS
S 54' 46' 48' E 71,849.3M)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
NOTES:
1. THE DEPICTED WETLANDS WERE FIELD SURVEYED
BY THIS OFFICE USING CONVENTIONAL SURVEY
METHODS.
2. THE PURPOSE OF THIS SURVEY IS TO DEPICT
SECTION 404 JURISDICTION WETLANDS ONLY.
BOUNDARY AND PROPOSED ROADWAY LINES ARE BY
OTHERS AND ARE SHOWN HERE SOLELY FOR
ORIENTATION PURPOSES.
I. JESSE J. PRICE, PROFESSIONAL LAND I
SURVEYOR HEREBY CERTIFY THAT THIS
SECTION 404 WETLAND SURVEY AND
SUBSEQUENT PLANS WAS PREPARED UNDER
MY DIRECT SUPERVISION AND THAT IT IS
CORREC ,',FQ jEiB ST OF MY KNOWLEDGE.
(;AR
............: SECTION 404
a Eg
wETLAND'M•
t >
y
au + .'`GArtc. _ to
PQM
''' iAA�sE. � :... ••� �-I`!' O � NONJURISDICTIO
HYDROLOGIC
L.
I CONNECT\
N.C. PROFESSIONAL SURVEYOR L-3220
LU
\NON -404
NORTH CAROLINA WETLANDS SECTION 404
WAKE COUNTY
This certifies that this copy of this plat accurately
depicts the boundary of the jurisdiction of Section — 'H'
404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is a change
in the law or our published regulations, this;
of Section 404 jurisdiction may be POND'B'
relied upon for a period not to exceed five years
from this date. This determination was made f
utilizing the 1987 Corps of Engineers Wetlands
Delineation Manual. q
1 NON -404
Regulatory Official: v g WETLAND'S'
i�
Title:
C
Date' SECTION 404
USACE Action ID: crocsu WETLAND
STREAM TE' DESIGNATION
STREAM TION
'LOCAT
POND C' DESIGNATION
WETLANDS CE.HJ.JxL DESIGNATION
sC7
G.K. I J.J.P.
-0E:w"PwT..-
WETUNOS DELINEATION
1 OF 13
SECTION 404 WETLANDS SURVEY FOR:
ARMY CORPS OF ENGINEERS
MORRISVILLE PARKWAY EXTENSION
PHASE THREE
CARY, WAKE COUNTY, NORTH CAROLINA
NON404
SECTION 404
WETLAND'D'
GRAPHIC SCALE
0 250 500
( IN FEET )
I inch - 500 it
Ir
N.C.G.& 9P81WAr
Na 708,808.48
E -Z=. 7125
-Tom
-AAFft ESP ASSOCIATES, P.A.
enginee7 ing•aurueying•pta'nning
14001 Weston Parkway, Suite f00
Caru. A4; 27513 [phone]
NCDOTIL47C
SubmbYed by
N=748,078.402
E • 2l,032,oams
Um
URS Corporatlon - North Corollna
s -REAM A'
1600 Perlmeter Pork Orlve
Morrlsv/lle. North Corollno 27560
TELEPHONE [phone] FAX [phone]
POND'A'
COPYRIGHT ® 2000. URS CORPORATION. INC.
STREAM TE' DESIGNATION
STREAM TION
'LOCAT
POND C' DESIGNATION
WETLANDS CE.HJ.JxL DESIGNATION
sC7
G.K. I J.J.P.
-0E:w"PwT..-
WETUNOS DELINEATION
1 OF 13
SECTION 404 WETLANDS SURVEY FOR:
ARMY CORPS OF ENGINEERS
MORRISVILLE PARKWAY EXTENSION
PHASE THREE
CARY, WAKE COUNTY, NORTH CAROLINA
NON404
SECTION 404
WETLAND'D'
GRAPHIC SCALE
0 250 500
( IN FEET )
I inch - 500 it
Ir
N.C.G.& 9P81WAr
Na 708,808.48
E -Z=. 7125
-Tom
-AAFft ESP ASSOCIATES, P.A.
enginee7 ing•aurueying•pta'nning
14001 Weston Parkway, Suite f00
Caru. A4; 27513 [phone]

URS
/601
Morrisvl
TELEPHONE
COPYRIGH
i-07 • STREAM Y
STREAM 9
Pao lc* I
WETLNo!
5c t
G.K. J.J.P.
2OF13
SECTION 404 WETLANDS SURVEY FOR:
ARMY CORPS OF ENGINEERS
MORRISVILLE PARKWAY EXTENSION
PHASE THREE
CARY, WAKE COUNTY, NORTH CAROLINA
- ESP ASSOCIATES P.A.
engineering•aurveying•ptunning
14001 Weston P47*u ay, Suits 100
Caru. NC 27519 f919) 678-1070

CooMinate Telae
Pt E. No M ft Essfim
LINEBEARING
DISTANCE
L'
S1M'y
47.Z'
STREAM 'E' DESIGNATION
STREAM 'r LOCATION
P 'C' DESIGNATION
GRAPHIC SCALE
50 0 26. so 100
( IN FEET)
1 YMOJI * 60 R
URS Corporation — North Carolina
1600 Perimeter Pork Drive
Morrisville, North Carolina 27560
TELEPHONE (ele) 467-1100 FAX (e1e) 161-1116
COPYRIGHT O 2000, URS CORPORATION. INC.
WETLANDS C.E,N,I.JA.L DESIGNATION
°°" "°`E SECTION 404 WETLANDS SURVEY FOR: -
aws r � so G.K. (MCIED J.J.P.e• ARMY CORPS OF ENGINEERS - _ ESP ASSOCIATES P.A.
-0ESCMPi.CN-
AN]S DELINEATION MORRISVILLE PARKWAY EXTENSION = engineering•aurueying•Ptanning
S EE7 PHASE THREE 14001 Weston Plarkuny, Suite 100
3 OF 13 CARY, WAKE COUNTY, NORTH CAROLINA = Cary, JW 27513 [phone]

Coordinate Tads
Pt6 NM Eas
732
748525.8734
20320192M
733
748518.9950
2031992.9306
734
748492.9559
2032011.0147
735
748485.4875
2031987AM
736
748482.1762
2031955.7424
737
748512.5131
2031957.8018
736
748511.4892
2031925.7968
739
748508.6925
2031898.9794
740
748483.7888
2031916.4077
741
748482.6254
2031890.1740
742
748484.3524
2031861.1267
743
748507.5642
2031874.8203
744
748484.5417
2031820.4112
745
748497.9485
2031849.0697
746
748504.2216
2031823.4681
747
748477.5289
2031794.5868
748
748493.7697
2031MAUI
749
748472.4327
2031763.7666
750
748490.3221
2031749.5075
751
748467.8716
2031738.6339
752
748478.0720
2031705.1435
753
748492.8337
2031721.9113
754
748499.9263
2031700.8618
755
748493.9906
2031674.3997
756
748498.9215
2031651.1105
806
748492.0255
2031644.1240
807
746492.3354
2031607.6&14
we
748488.7023
2031576.8876
809
748498.7991
2031562.4265
810
748478.9145
2031524.1107
811
748453.3871
2031489.4828
812
746436.7595
2031491.5818
813
748415.0880
2031453.3847
814
748416.3819
2031405.7462
815
749437.5970
2031380.6498
818
749415.6500
2031342.3971
817
746415.7345
2031318.6117
816
748376.0405
2031269.4226
819
748371.8778
2031242.4888
820
748389.4524
2031226.1800
821
748384.8807
2031206 ' 7425
822
748404.8081 1
2031204.1776
LINE
BEARING
DISTANCE
L25
S12'46'49'E
20.64'
L26
N73'4544E
17.17
L27
S44'33'48'E
24.67
L28
N81.12'S0'E
2725'
L29
N49'5T49'E
61.88'
L30
S89.48'44'E
25.79
L31
N39'3541'E
28.46'
L32 I
S64.51.17 -E
49.93'
L33
S88.2637'E
47.64'
L34
N60'2638'E
43.93'
L35
N07'11'41'W
16.76
L36
N53'38'10'E
43.07
L37
N62'3420'E
43.1r
L38
S55'02'23'E
17.67
L39
N83'1516'E
30.93'
L40
S89'30'61'E
36.64'
L41
N46'3438'E
10.03'
L42
S77.5339'E
23.51'
L43
N77'21WE
27.11'
L44
S71'43'14'E
2227
L46
S84'47'69'E
27.71'
L46
N85'1719'E
41.27'
L47
N72'193rE
34.16'
L48
S76.13UT
28.36'
L49
N69'312WE
27.49'
L50
N86 -51.10-E
24.20'
L51
N64'2nVE
28.94'
L52
N68'10'04'E
32.07
L53
N79'374rE
35.77
L54
N75 -21-34-E
2721'
L650S74*482M
Stw
33.93'
L56mw
24.33'
L5711w
32.37
L58'09w
39.3r
L698w
2628'
88060w
29.19
L6101w
40.72'
L6226'W
26.76'1,8360'W
31.25
L.
S79'44'66'W
25.63'
1,86 1
N73-Wa-N
34.91'
L66 I
N62.3732'W
34.87
I
SECTION 404 WETLANDS A7 AREA:
754 7,610 SO FTI 0.17 ACRESp1 718 743
L48 745 �a9 M
U755 V" Coq 753 L45 760 UB 746
66 .7 744 L61 742 La
I 752 L86 leo 749 bg 747
751
0
STREAM'B'617
n
Z Z eta
D 0 612
II 617J� 614
622 00Z --1
(3p 616 L33 613
u�
620
619 GRAPHIC SCALE
so 0 25 50 10o
rxvl0ras (IN FEET )
0i-15-07 - STWM 4' DESIGNATION 1 ich • 60 R
STMM T' LOCATION
POND V DESIGAWIM
WETLAMS C.EJIJ.JJL DESIGNATION
UTE ""`` SECTION nA WETI RVEY FOR:
L52
733
;;7--u$7 736
1
�y-d7
Submitted by
I= -
URS Corporatlon - North Carollno
1600 Perimeter Park Orlve
Morrlsvllle, North Carollno 27560
teLEPHONE [phone] FAX [phone]
COPYRIGHT O 2000. URS CORPORATION, INC.
0203-06 I
4 NDS SU -
aG.0 ARMY CORPS OF ENGINEERS --�E-ESP ASSOCIATES P.A.
wETUNOSDRIWMORRISVILLE PARKWAY EXTENSION _ engineerin9--eying•planning
SUPHASE THREE _ 14001 hest," ParkwaySu#9 100
4 OF CARY.WAKE 000NW.NORTH CAROLINA = Cary. Ivc xrsls (91a) 678-1070
r' 1

CGOTdMNae Table
PIS Es
566
74897GA443
2032843.3813
587
746975.1300
2032798.1284
568
748993.7111
2032737.9048
589
748845.0192
2032719.5083
570
748MA235
2032760.0852
571
748MA390
2032771.7980
572
748921.0795
2032782.6470
573
748917.8405
2032825.4493
823
748808:8945
2030954.3840
824
748818.5127
2030983.3888
825
748537.8385
2031022.8921
826
748519.7249
2131051.6952
827
748677.1514
20310562393
828
748885.1058
- 2031114.2088
829
748886.5286
2031143.9358
830
748888:0404
2031180.6857
831
748907.8745
2031215.4705
832
748919.3907
2031247.8883
833
748917.1828
2031250.1511
am
74SM6417
2031243.4971
835
748966.4837
2031261.4651
836
748979.6878
2031261.3364
837
748957.7365
2031280.6492
838
748917.4838
2031295.3755
639
748938.3893
20313DDAM
840
748903.9933
2031284.8808
841
748891.3413
2031278.8571
842
748878.5362
1 2031252.9721
824
823
10
LINE
BEARING
DISTANCE
L67
N73'24'17'E
40.68'
L68
N56'53'10'E
35.01'
LBO
N67'2738'E
31.47
L70
N51'33'07E
41.11'
L71.
N74'0726'E
29.06'
L72
N87'15'34E
29.76'
L73
N87'38'40'E
36.78'
L74 I
N60'18'30'E
40.04'
L75
N70'19'48E
3421'
L76
N18'S1'38'W
20.56'
LT7
N22'55'22'E
20.46'
1.78
N22'17'09'E
28.03'
L79
S41'20'S9'E
29.06'
L80
S45'17ti2'E
27.50'
L81
S12'43'41W
- 21.43'
L82
S37.56'02'W
17.10'
L83 I
S32'57'33'W
15.08'
L84
S57'5742'W
27.93'
L85
NO3'SB'20'W
40.77
L86
N34'42116V
71.27'
L87
N20'4I%VE
52.05
LES
S72'51'11'E
83.07
LBO
N87'49150'E
45.28'
L90
S16'54'17'W
81.67'
L91
1485'4MM
42.97
L92
S31'3547W
20.71'
L93
S34.3715W
1 20.86'
S8a
i
567 Leg bee
I y Z Z
569 iia F . D n
C)
G W, .-..572 Wt a7s 00
POND "C'
6770 ISOLATED
AREA:
7,405 SO FT / 0.17 ACRES
an an
to
�STREAM'C'
Z6
831
SECTION 404 WETLANDS "B' AREA:
3,277 SO FT / 0.08 ACRES
Su GRAPHIC GRAPHIC SCALE
�� S »•"••^•• p,�. 50 0 25 50 100
sTEEAn Ti• ce9GNAnoN (IN FEET)
STKEAM ♦• LOCATION 1 MMI • 80 0.
POND T• DESIGNATMAND
WETLANDS C.E N.I.J.K.L DESIGNATION
-03.565 SECTION 404 WETLANDS SURVEY fOR:
G.K. •I,JPo"
ARMY CORPS OF ENGINEERS
-Gf.'riF.MT.OH-
AWS OEUNEATKIN RRVEY MORRISVILLE PARKWAY EXTENSION
SHEET PHASE THREE
5 Of 13 CARY, WAKE COUNTY, NORTH CAROLINA
Submitted bi'
um
URS Corporation - North Carolina
1600 Perimeter Park Drive
Morrisville. North Carolina 27560
TELEPHONE [phone] FAX [phone]
COPYRIGHT 0 2000, URS CORPORATN]N, INC.
��i✓
_ ESP ASSOCIATES, P. A.
- " engi-e7i-g•eu7veying•ptanning
14001 Weston Parkway, Suds 100
Ca7lb NC 27513 [phone]

853
ISOLATED/NON-404 WETLANDS'K' 851
220 SO FT 10.01 ACRES
762
ISOLATED/NON-404 WETLANDS'(
FT / 0.02 ACRES
WETLANDS 'J"AREA:
/ 0.15 ACRES
STREAM T' DESIC40TION
STREAM F' LOCATIM
EOND'C' DESNP ATNN
WETLANDS C.EJI.I.Ok DESNRMATI N
' GATE SCALE
0203-06 1" -51
CFAKNSf CHECKED
G.K. J.JP.
aESCPWT; N.
1ETLNIDSDELNEATKXISU
BEET
6OF13
TEDINON-404 WETLANDS'I'AREk
3,321 SO FT / 0.08 ACRES
GRAPHIC SCALE
50 0 25 50 100
(IN FEET )
tkWh- 608.
SECTION 404 WETLANDS SURVEY FOR:
ARMY CORPS OF ENGINEERS
MORRISVILLE PARKWAY EXTENSION
PHASE THREE
CARY, WAKE COUNTY, NORTH CAROLINA
Coordinate Table - 1
PL8 Eamary
757
750240.8488
2031236.3881
756
7502652873
2031242.6553
759
750281.9702
20312532814
760
760248.8748
2031288.3406
761
750225.3275
203127SAM
762
750289.1994
20312482746
783
760292.0905
2031258.9286
.764
750315.6123
2031280.3550
785
750312.3897
20312672954
786
760331.1670
2031272.7826
757
75021OA513
2031256.0799
768
760185AOGO
2031283.1938
769
750185.4589
2031288.4135
770
750151.51"
2031287.8033
771
750152.1077
2031287.9345
772
750470.3808
2031287.7875
773
750447.0727
2031283.9728
774
750415.64.
2031292.0748
775
750458.7898
2031323.1958
776
750490.7105
2031316.6380
777
750522.8071
2031318.1488
778
750508.7508
2031295AM
779
750536.5214
2031292.0713
780
750558.6472
2031311A818
781
750558.1907
2031274.17"
782
760589.1638
2031281.5072
783
750593.4583
2031307.8882
784
750622.7644
2031298.9961
785
750649.0358
2031294AM
786
750645AM
2001278.8231
787
750610.3572
20312892621
843
750883.7710
2031494.8718
641
750683.8249
2031509.5427
845
750838.4112
2031624.0047
648
750642.1190
2031517.6467
847
750567.7005
2031494.2189
8"
750688.4290
2031463.2901
849
750703.5437
2031"1.2889
850
750693.8798
2031483.0988
851
750731.9471
2031401.7486
862
750745.8664
2031409.1752
853
7507552598
2031382.2489
LINE
BEARING
DISTANCE
L257
N08.64S4'W
33.77
L2W
N75'54"AM
25.95'
L269
N32'S7'80'W
3627
L270
N14'51'54'E
2527
L271
N/2'466`l(rE
24.57
L272
N24'34'40'E
29.04'
L273
N38'3T25'E
19A1'
L274 I
S16'177"
19.05
L275
S27 -03.9'W
2270'
L276
S06'64'01'W
30.34'
L277
S"'55'17'E
16.00'
L278
S28'03'53E
25AW
L279
S10'40'45E
".ST -
L280
S02'00'27E
33AT
L281
N88'16'27W
19.66'
L282
N14'ZT06'W
32AW
L283
N09.15'33E
23.50'
L284 I
N12'01%4'E
372Z
L285
NOB'37'08'W
29AT
L.286
N39'33'13'W
28.117
L287
N22'14'36 W
33AS
L288
N20'05'53E
22Ar
L289
N15'03'24E
36A1'
L29D
N78'4731E
16A7
L291
S09'3828E
28.65
L292
S16'5725E
30A7
L293
S05.007n
35.65
L294
311'2072E
35A4'
L295
S02'41'54W
32.17
L296
S11'36AWS
32.M'
L297
S35.4T52'W
5321'
L298
N39'54'JIM
30.30'
L299
S70'14'21E
28A1'
L300
S28'34VM
16."3'
L301
N07.3TOS:N
1525
. L302
S66*07WT
23.5T
L303
S49.21R7'E
15.57
L304
S36'20'OS'E
24.78'
L305
S29'3836E
2924'
L306
N59'45WV
7.35
L307
N42'2910'W
34.80'
L3W
1456'10116W
372T
Submitted by
I=
iy L URS Corporation - North Corolina
1600 Perimeter Pork Drive
Morrisville, North Carolina 27560
1LE1£PHONE [phone] FAX [phone]
COPYRIGHT 0 2000. URS CORPORATM. INC.
ESP ASSOCIATES P.A.
engineering -surveying -planning
14001 Weston Parkway, suite 100
Cary, AC 27513 [phone]

Coordinate Table
PI6 Nwtft E
500
749448.8912
2032427.0129
501
749448.6311
2032475.7182
502
749400.6039
2032454.5405
503
749373.7403
2032444.2851
504
749337.5140
2032436.9088
505
749304AM
2032418.0927
506
749275.7181
2032388.4094
607
749288.4243
2032363.1469
508
749340.3982
2032387.4205
509
749376AM
2032420.6002
510
749418.1573
2032424.5457
555
749891.3330
2032623.4729
556
749680.8885
2032838.1843
567
749681.1809
- 2032817.4080
556
7495MM77
2032830.4175
559
749545.7284
2032636.3590
560
7494982102
2032669.9005
501
749481.6084
2032861.5338
562
749442.2988
2032683.4501
563
749391.3045
2032709.8483
564
749370.5744
2032708.5372
585
749305.9919
2032741.9520
574
749587.1080
2032511.0300
575
749633.3753
2032513.3573
507
MATCHLINE SHEET 9
NON -JURISDICTIONAL
HYDROLOGIC
CONNECTION *E" 575
574
501
WETLANDS "E" AREA
/0.15 ACRES
556
no
r1-
-
GRAPHIC SCALE
I50 o zs so 100
STREIW 'E' OESIGN4TI N (IN FEET )
STSEYI f' LOCATNSV 1 k1011 a 50 6.
POND C' DESKrWT10/1
WETLANDS C.E.N.6JAI OESP ATION
oo u� SECTION 404 WETLANDS SURVEY FOR:
,N„,7' `J"`a` �RA
G.K. J.J.P. AV rOPIDC N:��I(;I�IFFR4
oexyPTIO
AAT+ MORRISVILLE PARKWAY EXTENSION
7 Of 1SHEET 3 HREE
CARY, WAKE COUNTY, NORTH CAROLINA
LINE
BEARING
DISTANCE
L116
N27.21'25'W
7071 -
71'L117
Ll 17
NO3.3rO7'E
20.77'
L118
N27'22'08'W
57.47
1.119
N29'1711'W
44.7
L120.
N26'36'31'E
15.86'
L121
N35'13'01'W
58.18'
L122
N06'4233'W
50.86'
1.123 1
N11'19'S3'W
68.27
L124
N43'29'00'E
27.29'
L125
N50.4825'W
18.40'
L126
N1('16'4rW
30.35'
L153
N67'04'541N
27A9'
L154
N24'14'4rE
56.11'
L155
N42vr14'E
48.70'
L756
N05'45'39'E
40.30'
L157
N04.18'3rE
32AT
L158 I
S89'41'39'E
48.71'
L169
S23'4r42 W
52AC
L160
S20'5T47W
28.75'
L161
S11'3=1111
36.97'
L162
S29.5721'W
37AW
L163
S45'2r5M
41.58'
L232
NO2'08-dM
48.24'
L233
N00'1r13'E
196.81'
STREAM"D'
682
s
Submlftsd by
97um
URS Corporatlon - North Carollno
1600 Perimeter Park Drive
Morrlsv/lle, Norlh Carollno 27560
TELEPHONE [phone] FAX [phone]
COPYRIGHT O 2000. URS CORPORATION. INC.
ESP ASSOCIATES, P.A.
_ enginee7ting--eying•planning
14001 wmd.n. F¢rkuny, Sulu* 100
Cary. NC 27513 [phone]

Coordinate
Tads
ra= 60
Coordimle Tale
712
PIM
NoMkg
Easft
Pt#
Nodhing
Easlirq
532
749875.4542
2032408.17513
55.55'
L168
W'5T702W
41.44'
533
749843.8884
2032360.2951
708
S75'233VE
749671.8386
2032009.9830
534
749839.5015
2032331.6117
709
48.5
749727.0213
2032016.3425
535
749848.4982
2032299.5872
710
L175
749788.3031
2032012.7851
536
- 749849.2832
2032271.2355
711
N87.5927W
749910.5634
2032011.0228
537
749855.2850
2032231.0298
712
33.20'
749923.8025
2032040.3959
538
749822.9202
2032205.8980
713
L782
749933.3829
2031973.8470
539
749604.7412
2032210.9 295
714
N53.5511'E
749944.7721
2032001.0994
540
749791.1981
2032189.3712
715
40.15
749969.0461
2032034.4318
54
749799.4558
2032176.6094
718
L189
749948.4521
2032082.1248
5422
749828.1778
2032174.7898
717
N46.0027E
749989.1586
2032091.0167
543
749863.5524
2032201.7665
718
32.36'
749990.8238
2032126.1055
544
74986
2032226.4641
719
L196
750016.3689
2032151.2101
545
7498677.1528 .7399
2032281281
720
S44.IF42-W
750037.1310
2032133.3651
548
749853.5267
2032219.9510
721
750007.6145
2032101.7187'
547
74§752.5283
2032312.3501
722
749988.3417
2032062.6453
548
749849.1004
2032338.288 :1
723
750048.7649
2032164.4946
- 549
749861:0920
2032366.1 823
724
750035.7632
2032182.5758
550
749881.3157
2032397.1247
725
750048.8677
2032206.4981
598
750211.4139
2032399.1001
726
7500620055
2032197.4678
599
750197.5996
2032372.1199
727
750051.0338
2032240.5980
600
750193.5240
2032332.3374
726
729
750063.9538
750093.1343
2032265.5748
2032279.5366
601
750217.902
2032387.7075
70
750124.9142
2032279.7359
624
749913.5903
20319142114
731
750079.3777
2032232.5693
692
749890.8270
2031972.4352
693
749856.9715
2031918.7429
ON
749588AM
2031931.2894
695
749903.0332
2031930.0077
m
749929.7579
2031938.4821
697
749779.9015
2032081.9404
898
699
7497679171
749747.9465
2032127.9302
723 1,1g4
Z
700
749713.0838
20321622714
2032196.6424
L,188
720+
701
7496324041
2032216.3560
702
749581.6455
2032198.4872
'
703
704
749562.8279
2032166.2368
749550.7991
2032121.3340
721 719
705749552.6393
2032070.2001
{-<<
708
749579.9346
2032014.7824
722 Liao
IFS
1 W
tai
SECTION 404 WETLANDS 'G' AREA: 8 0
3,039 SQ FT l 0.07 ACRES 601
�U
600
24
J
GRAPHIC SCALE
ra= 60
0 25 50 100
712
81.78'
711
(IN FEET)
58.10'
1 Wmh - 50 6.
y.
694 r" 7 ISOLATED/NON-404 WETLANDS "H' AREA:
13,886 SO FT / 0.32 ACRES
543
POND "B" AREA:"=
i x
38,629 SQ FT 10.89 ACRES 541�
A
LINE
BEARING
DISTANCE
L164
N6346'42W
81.78'
L165
N09'31VM
58.10'
LISS
NO6'58'43'E
36.85
L167
N06'34'28E
55.55'
L168
W'5T702W
41.44'
L1S9
NOW26WM
70.14'
L170
S75'233VE
47.53'
L171
S59'4922E
39.73'
L172
S44.35'28'E
48.5
073
S13'43'81'E
83.05
L174
SWW4rW
50.99'
L175
S55.5518'W
38.94'
L176
S76*W14' W
46AIr
L177
N87.5927W
Fir
L178
N51.32W'W
22.37
079
NO2.1V40'W
33.20'
L180
N56.14W W
19.00'
L111
N57.2323E
30.00'
L782
N83.5W42E
34.W
L193
N67"18'O9E
29.54'
L714
N53.5511'E
41.23'
L185
N43'5519'E
40.6T
L188
N76.381M
40.15
L187
N46.59'4O'E
4321
LISS
N69'302rE
332T
L189
N68.OTt1"E
35.53'
L190
N63'40'07'E
39.17
L191
N46.0027E
65.56'
L192 -
SOO'21W'W
31.75
L193
S25'34'10'W
32.36'
L194
S62.39'01'W
28.17
L195
Sa2.38'23'W
32.35
L196
S66.46R6'W
2821'
L197
S58.16Y3"W
36,5
L798-
S44.IF42-W
35.95
SECTION 404
WETLANDS "F" AREA:
61005 SQ FT /
0.14 ACRES
. STREM 4' OESI"TION
STREAM F LOCATION
OND
PT. msIONATION
WETLANDS CAMAAA L OESN TION
02-03-06 1 = 9
OO>AN ay OI iN
G.K. I J.J.P.
4E5011MON
8 OF 13
SECTION 404 WETLANDS SURVEY FOR:
ARMY CORPS OF ENGINEERS
MORRISVILLE PARKWAY EXTENSION
PHASE THREE
CARY. WAKE COUNTY, NORTH CAROLINA
Submitted byum
Corporatlon - North Carollm
low Perimeter Park Drive
Morrlsvll/e, North Cardin 27560
TELEPHONE [phone] FAX [phone]
COPYRIGHT O 2000. URS CORPORATION. INC.
LINE
BEARING
DISTANCE
L199
S58'3730"W
41.13'
L200
S51.50'18'W
36.75
L201
S43.37481W
3125
L202
S65.5700'W
32AV
L203
S675442"W
43.34'
L204
S34'1716'W
42.15
L205
N56'4V49'W
15.03'
L206
N04'19'21"W
26M
L207
N44.34'51E
38.47
L208
N72.5345E
25M
L209
N79'15'5M
35.37
L210
582.15-34E
29.61•
L211
S63 -11.13E
26.08'
L212
S82'28'44E
28.17
L213
N67 -14'25E
31,0'
L214
N52'28'43E
38.13'
L215
N59'56'22"E
48,5
L223
S59'26'00'W
31.W
L224 '
S56'26'19W
57.48'
L225
S81.41'43W
26.89'
L226
N74.19'15'W
3328'
L227
N88.2432'WR4Q04V
L228
N81'32'15"W
L229
S38 -03.58-W
L230
S18'03'05'E
1231
557'51'45'9
L248
S66'4V12'W
L249
S52'21'05'W
L250
584'13'20'9
L251
N66'1V42E
60.83'
L252
N46'36'SSE
I 62.10'
doh
ESP ASSOCIATES P.A.
engineering•eurveying•plan74ing
11001 Weston Parkway, Suite 100
Cary, NC 27513 [phone]

MATCHLINE SHEET 10
582 lil
SECTION 404 G
WETLANDS'G"AREA:
3,039 SQ FT
0.07 ACRES
.13 690
7�"1
597L247896 580 589
r
p �Z
Z
NON -JURISDICTIONAL D t 7
HYDROLOGIC STREAM 'D
CONNECTION 'E' 0.
1 G7
`
r
567
SECTION 404
WETLANDS "F' AREA
6,005 SQ FT /
0.14 ACRES
Coordinate Table
NO
NorlNng
Eas"
511
749942.3722
2032507.6032
512
749935.1617
2032482.3896
513
749950.7286
2032492.0755
514
749947.9647
2032474.4752
515
749915.6780
2032462.9145
516
749917.0869
203261&1288
517
749983.7709
2032587.8003
518
749962.2160
2032558.7061
519
749923.2088
2032564.9025
520
749870.8731
2032581.8803
521
749835.1184
2032564.6200
522
749796.9095
2032801.9451
523
749763.1598
2032621.1346
524
749733.8765
2032619.1779
525
749715.4727
2032628.4491
526
749763.6906
2032640.8721
627
749799.,1678
2032633.8777
526
749832.6201
2032626.1922
629
749874.40072032630.5006
L148
530
749988.0450
2032506.2202
531
749891.3696
2032435.1241
551
749908.7848
2032439.4028
562
749798.9435
2032632.5171
563
749742.6878
2032640.7532
554
749721.1964
2032618.0367
576
749832.1824
2032514.3534
577
749951.6808
2032508.9873
678
750023.4431
20325083482
579
750116.2428
2032508.5872
580
750227.7790
2032504.8619
581
750257.3062
2032502.0256
582
750377.9587
2032497.6818
586
750022.6408
2032570.6090
587
750071.4065
2032566.3335
588
750119.5193
2032560.2890
589
750227.8761
2032563.2709
590
750282.7978
2032553.5626
591
750381.8935
2032547.3000
594
750258.6108
2032502.0344
595
750246.3991
203247911574
596
750232.4278
2032454,1809
597
750231.9757
2032431.0451
602
750254.2379
2032426.0802
603
750284.4042
2032468.5890
604
750258.3325
2032483.6326
SECTION 404 WETLANDS'D" ARE
L 9,641 SQ FT 10.22 ACRES
LINE
BEARING
DISTANCE
L126
N70'18'47W 4
30,35'
L127
1,146'2048'E
31.39'
L128
N08'2120'W
56,88'
L129
N15'28'09'W
232.11'
530
NO2-40.21-W
48.87
L131
N09'3057W
48.78'
L132
NO3'41'43'W
108.58'
L133
N00.10131'E
54.97
L134
NO3.34%M
99.201
L135
N06'11031N
42.51'
039
N53'20111'E
36.21'
L140
S24.2T18'E
73.28'
L141
S18' 218E
44.3T
7142
S05'53'1BW
42.08'
L743
S12'41'38'E
34.08'
L144
S2247114E
38.77
1145
S22'4&13'W
52.201
L146
N26.44'15W
20.61'
L147
N0349 22
29.35'
L148
N29'3T18'W
38.87
L149
N24.22%M
41.95'
L150
N04.23.40W
35188'
L151
N17'5824W
55.07
L152
N09'0138.1N
39,50'
L215
N59'5622'E
48.85'
L216
N41.50101 -E
62.58'
L217
N81.04.54 -E
17.87
L218
N20.45.29'E
39.91'
L219
SO1'44'04'E
45.89'
L220
S74.02.28'W
28.27
L221
S44'5914W
27.85'
L222 I
548.49 -AV
36.92
L223
S59'26='W
31.30
L233
NOO'1T13f
198.61'
L234
N00029W-W
71.69'
L235
N01-05VM
92.67
L236
N00.5213W
MAS
L237
N05'31'31W
29.88'
L238
NO2'03.43W
120.77
L239
N01'11D 'E
98-V
L243 I
S29'50106T
30.10
L244 I
N89'5B'01'E
18.40'
L246
S62'0038W
28117
L240
SW'40'50W
28.63'
L247
SBB-62.50W
23.14'
L248
S66'40'12W
34.24'
L252
N46'W55'E
52.80
L253
N54'36.19'E
52.17
L310
NO2-34.37W
119.80
;4
O�
STREAM'D"
.4
F
�SE
NON -JURISDICTIONAL
HYDROLOGIC
521 $ 528
CONNECTION 'S'�{
GRAPHIC WALE
6o 0 25 5o 100
¢ 527
522
(IN FEET) .
I Yell- SOIL
523 ' 628
" * k
SU&Wlted by
" -f 553
524 ��%^.:,UM
14
szs
URS Corporation - Nath Carolina
------ 0TCWLOIE SWEET _ - - -
1600 Perimeter Park Drive
.EEl,sxxu-
Morrisville. North Carollna 27560
4-15.01 - STREAM 'E' OESwwTwN
STM_ : LOCAT,OM
TELEPHONE [phone] FAX (91 D) 461-1416
"Gm'C• DESIOATION
COPYRIGHT 02000, URS CORPORATION. INC.
WETLAP OS M. U JAL OESIONATI N
DP3, °`°`E
oz -03-0s i• • 59
SECTION 404 WETLANDS SURVEY FOR:
-
-
�GKaaP
ARMY CORPS OF ENGINEERS
=
ESP ASSOCIATES P.A.
.OEIIFIF7")w
wETUNOSOLUNLATOM
MORRISVILLE PARKWAY EXTENSION
=
_
engineei ing--eying pia--ing
DET
9 Of 13
PHASE THREE
-
=
14001 Weston Purkuay, Suite 100
CARY, WAKE COUNTY, NORTH CAROLINA
Cary, NU 27513 [phone]

NON-JURISDICTIOW
HYDROLOGIC
CONNECTION "E'
STREAM E' DESIONATI N
STREAM 'E' LOCATION
P T' DESIGNATION
WETLAND3 C,E,M,LJ.K,L DESIGWITION
1110808011 IWIED EY
G.K. J.J.P,
aEstwviip1.
10 OF 13
O
Z Z
Dn
p•
I C
00 ;a
L4 -
vp
DLATED/NON-404
TLANDS "C" AREA:
SO FT l 0.10 ACRES
GRAPHIC SCALE
50 0 25 50 100
(IN FEET)
1 Yrh• 602
404 WETLANDS SURVEY FOR:
ARMY CORPS OF ENGINEERS
MORRISVILLE PARKWAY EXTENSION
PHASE THREE
CARY. WAKE COUNTY, NORTH CAROLINA
Coadkmft Table
Pt k
Noreft
I E '
563
750474.1414
2032499.6898
584
750819.6728
2032505.1882
585
750743.8462
2032508.7524
592
750424.1554
2032542.8014
593
750497.0416
2032547.0073
605
750540ANT
2032561.8780
808
750570.9668
2032567.3516
807
750578.1087
2032574.7298
808
750588.0022
2032559.6291
809
750596.7053
2032563.1056
610
75059OA W
2032577.3259
611
750606.6718
2032590.6920
612
750817.8816
2032581.4480
613
750628.8/41
2032572.2"1
614
750810.0716
2032562.1217
815
750629.9260
2032552.1493
616
750638.9646
2032593.8148
617
750675.3106
2032601.4332
818
750892AM
2032564.7528
619
750726.1800
2032564.4517
620
750724.7301
2032580.4961
621
750781A808
2032567.7288
LINE
BEARING
DISTANCE
L135
NOO'1IVM
4251'
L136
NO3'1909'E
73.01'
L137
N18'45'20'E
48.25'
L136
N10'1780'E
30.67
L239
N0t'1T07E
96.20'
L240
NO2'1019"E
145.56'
L241
N01'38'39'E
124.37
L242.
N52'10'59f
e200
L254
Se9101'00'E
25.86'
L265 -
S13.34'49E
60.6P
L256
S12'OB'45'W
37.19
L257.
S64'32WW
23.er
L258
S40.0743'E
14.31'
L259
S39'3328'E
14.51'
L260
S62'14'S21N
15.10'
L261
S06'5234W
21A9'
OR
Nte'29'00'E
1129
L263
N04.1755W
13.40
L264
N26.40'09'W
22.22'
L265
N11'2737E
63.47
L286
NOO'31'17'W
33.0r
L309
N62'3377'W
.17.13'
19 (,, 7
Submlited by
URS
URS Corporation - North Corollna
1600 Perimeter Park Orlve
Morrisville. North Carolina 27560
TELEPHONE (919) "1-1100 FAX [phone]
COPYRIGHT 0 2000, URS CORPORATION, INC.
ESP ASSOCIATES P.A.
enginee7ing•surueying•pianning
14001 Weston Phri'utay. Suits 100
Cary, NC 27513 [phone]

Coordinate Tads
PIS
641
749323.3618
2033567.1139
645
749378.6993
2033554.3880
646
749410.0814
2033556.8450
647
749452.5885
2033537.3598
848
749501.3250
2033505.8950
849
749558.6885
2033488.5991
550
749621.6413
2033485.9690
651
749834.5393
2033521.2541
652
749700.4478
2033494.6845
853
749717.7497
2033457.4989
654
749757.0112
2033440.8121
655
749796.3354
2033420.1357
656
749783.6978
2033967.'578
657
749M.GM
2033691.7424
658
749884.3457
2033368.1788
8.59
749955.9283
2033369.9946
880
749980.9998
2033359.2923
661
750021.8238
2033362.4820
662
750049.3324
2033339.9448
663
750098.7788
2033312.3697
664
750168.9628
2033304.0967
665
750204.7213
2033263.3400
666
750237.0543
2033282.8872
LINE
BEARING
DISTANCE
L94
N12.57V4'W
55.76'
L95
N04'28'4TE
31.18'
L96
N24.3738'W
48.78'
L97
N32'50V9'W
58.03'
L98
N75.4V44 W
59.91'
L99
NO2'2333'W
63.01'
L100
N69'S5'15'E
37.5r
L101
N21'49Y6'W
71.00'
L102
N65'09Y41N
41.18'
L103
N23'0135'W
42.58'
L104
N26'34'51'W
46.21'
L105
S86'2123'W
38.00'
1.105
N10'305TE
25.17
L107
N22*SC4rW
80.57
L108
N01'08VTE
91 b0
L109
N23'OSW'W
27.25'
L110
N04'2r24'E
41.05
L111
N39.25'451N
35.45
L112
N30'11'30'W
54.90
L113
NO6'30'S3'W
72.69'
L114
N30-! W
41.35'
L115
N00'48VBYJ
32.34'
STREAM
MATCHLINE 3;'
661
0
J
860
658
8
J
658
OJ
657
655
0?
GRAPHIC SCALE
50 0 26 50 100
(IN FEET)
1 IrDA - 50 R
0I.6-07 . sTRFAN T:' DEs1ONYT10N
slTl&W 'r LOCATION
FOND t• DESIDNATION
w AMS C,EM.W.K.L DESI TKW
°03- ` SECTION 404 WETLANDS SURVEY FOR:
a2 -03o5 r=sm
�G.Ker clj<�u06r ARMY CORPS OF ENGINEERS
WETlNIDB DWWATION SURVEY MORRISVILLE PARKWAY EXTENSION
E' q PHASE THREE
11 OF 13 CARY, WAKE COUNTY, NORTH CAROLINA
STREAM 'F'
649
Zz
I
647
Submitted by
Um 84
URS Corporation - North Corollno
1600 Perimeter Park DrIm
Morrisville, North Corollno 27560
TELEPHONE [phone] FAX [phone]
COP17d9HT O 2000. UR5 COWMATION. 91C.
ESP ASSOCIATES P.A.
engineering -surveying -planning
14001 Weston Parkway, suite 100
Cary, AV 27513 [phone]

Coordinate Table
PIN NorthkV North'E
622
751615.1719
2031650.7249
623
751637.0005
2031619.2577
625
751451.8790
2031941.0624
626
751154.8659
2032285.0778
627
751176.7991
2032278.3933
628
751195.4848
2032235.4967
629
751212.8852
2032221.6034
630
751241.2050
2032166.0596
631
751264.2382
2032150.7070
632
751294.6315
2032175.6623
633
751254.8554
2032175 * 7337
634
751237.1605
2032218.8001
635
751208.5100
2032212.4525
636
751182.2389
2032196.0331
637
751198.9065
2032163.4370
636
751234.4149
2032139.4407
639
751271.8246
2032122.9264
640
751260.4713
2032096.1078
641
751333.3234
2032175.4896
642
751379.8277
2032151.7066
643
751430.1411
2032156.4497
788
751464,5919
2032150.5618
789
751371.1369
2032060.7811
790
751399.3468
2032037.2585
791
751440.0987
2031997.7590
792
751449.9611
2031974.4718.
793
751472.7931
203193SA522
794
751501.9097
2031922.2610
795
751485.9145
2031906.0066
796
751504.2909
2031869.4211
797
751500.8952
2031829 * 0133
798
751519.6825
2031793.1000
799
751530.3455
2031769.9592
800
751554.3211
2031756.7615
801
751580.7204
2031734.5801
802
751591.0174
2031 MAW
803
751606.8333
2031688.7673
804
751777.6072
2031607.4099
805
751792.6573
2031627.0131
864
751471.7591
2032263.2682
855
751488.3045
2032237.7196
656
751504.3635
2032220.4407
857
751516.0462
2032194.0779
858
751504.0453
2032157.5484
859
751735.9820
2032229.1407
660
7517212066
2032180.8188
881
751717.1647
2032134.7951
862
751717.5097
2032056.7719
863
751724.1799
2032039.1448
864
751744.3754
2031995.5016
865
751745.0209
2031956.0412
BB6
751753.7342
2031923.3382
867
751758.4774
2031903.8550
888
751767.9517
2031876.0876
669
751784.3237
2031840.3105
870
751796.16"
2031811.0663
871
751775.6374
2031752.9629
872
751776.5005
2031717.4599
873
751807.2083
2031684.9495
874
751395.7"2
2031994 ' 0010
875
751355.0723
2031985.4076
876
751319.9474
20319632502
877
751299.5782
2031962.9111
878
751276.4115
2031986.4382
879
751240.6944
2031940.6303
880
751183.6411
2031952.8680
881
751154.2514
2031939.7851
882
751133.5743
2031959 * 4348
883
751157.4640
2032005.0826
864
751183.4094
2032005.7406
885
751228.0504
2032013.7125
888
751270.5348
2032014.0032
887
751311.3840
2032019.0417
866
751347.3662
2032027.5190
889
751348.4601
2032073.1338
890
751299.3863
2032068.4533
STREAM F• DESI"TION
STREAM F' LOCATION
POW 'C' DESIGNATION
WETLANDS C,EJLI,JA,L DEMNATIat
LINE
BEARING
DISTANCE
L1
N16'5658'W
22.93'
L2
N66'27" W
46.79'
L3
N38'36120"W
222r
L4
N62 -59.04-W
62.35
L5
N33'41'06"W
27.68'
L6
N62 -55'04"W
36.61'
L7
N34°03'02'W
42.86'
LB
N23°49'07°W
40.89'
L9
N72°07'491W
28.18'
L10
N55 -37.43-W
33.50'
L11
NOS -26.54-E
49.30'
L12
N28°36'07'W
MST
L13
N39 -46-30-W
36.77
L14
S10'36'"°W
52.69'
L15
S13"15'25W
36.9r
L16
S06°54'26°W
41.16
L17
SOW30'48'W
42.49'
L18
S10°07'29W
45.36
L19
S01°27110°W
25.96
L20
562'22'30"W
51.57
L21
N43'32'25W
28.57
L22
N23 -59-52"E
32.lr
L23
N71'54'23'W
58.31'
L24
N35.37'39"E
43.94'
L25
NOB'39'06"W
23.43'
L26
N00°5713"E
20.3r
L27
N32'14'40"E
41.53'
L28
N12'03'06"E
41.69'
129
N04°43'3rE
44.51'
L30
N67'02'48°W
2529'
L31 I
N86 -42-62-W
33.46'
L32
N15°00'57°W
21.86
L33
N24'2722°W
31.9r
L34
S45@27 JM
22.60'
L35
1,163.19.41M
40.94'
L36
S85'11'47°W
40.86
L37
N62°23'05"W
40.83'
L38
N65'15'37"W
25.48'
L39
N28'49'52"W
27.3r
L40
N40D3'48'W
34.49'
L41
N67°1r251M
25.6r
L42
N49.56'33°W
27.88'
L43
NSO'32'25°W
38.5r
L44
N55'15'04W
38.30'
L45
N04.48'59"W
141.10'
L46
N52°29'OrE
24.71'
L47
N75.54'05'E
59.74'
L48
S46"38'00"E
44.77
L49
S88'3626'E
35.51,
L50
N70'32'32°E
81.67
L51
S67.57'30'E
31.56
L52
S65°2T39"E
39.37
L53
S71'10'40°E
29.3r
L54
S76'19'00"E
20.06
L55
S75°54'T9'E
35.76'
L56
S89 -00-46-E
37.4r
L57 I
S65 -10.05-E
48.09'
L58
S82'01'39'E
46.OP
L59
S89'35'19"E
48.02'
L60
N84'58'52"E
46.20'
L61
N72'59'52"E
50.53'
L62
S07'21'35E
266.47
L83
N57'04'22W
30."'
L64
N47.05'45'W
23AC
L65
N66°05'58'W
26.64'
L66
S71°48'48'W
36.46
L67
$10'02'33W
40.07'
LOB
S09'41'56"E
34.96
L69
SOS'23'08'W
50.64'
L70
S27.05'09'E
52.23'
L71
SOO'14'2rE
38.89'
L72
S00'07'O2°E
39.76
1.73
S67'39'49°E
46.66'
L74
512'29'32'W
29.35
L75
N32°DID, E
30.96'
GRAPHIC SCALE
50 - 0 25 so 100
(IN FEET)
-03D6 1:; 50. Y SECTION 404 WETLANDS SURVEY FOR:
40 G.K. CHECKED ?v
G.K. APhAv roppC np pmriNFFRS
J.J.P.
-DESCRIPT:pI-
oDSDEUNeaDNeu6vEY
MORRISVILLE PARKWAY EXTENSION
SIEET PHASE THREE
12 OF 13 CARY, WAKE COUNTY, NORTH CAROLINA
07
SubaMed by
U&S
URS Corporation - North Corallno
1600 Perlmater Park Drive
Morrisville. North Cardin 27560
TELEPHONE [phone] FAX [phone]
COPYRIGHT Q 2000, URS CORPORATION. INC.
= ESP ASSOCIATES P.A.
= engineering. -eying -planning
14001 Weston Parkway. Suite 100
Cary° NC 27513 [phone]

I
SECTION 404 WETLANDS "M* AREA: —
195,898 SO FT / 4.50 ACRES 674
NOTE: SEE SHEET 12 OF 13 FOR LINE AND COORDINATE TABLES.
Vr.O,' "
•.,� 3F a aA ,.
GRAPHIC SCALE
60 0 .25 60 100
<I.
a-15-41 - s1aEAn •E• DEs�GN4TNIN
STRENI T• LOGAT04 (IN FEET )
FOW'C' OES NATNN 1 Nd1 • 50 R
WETLANDS C.E.N,I,J.)..L DESIDNATIDN
UTE SCALE SECTION 404 WETLANDS SURVEY FOR
NON -JURISDICTIONAL
HYDROLOGIC
29CONN'ECTION'E'
4 \\
um
URS Corporation - North Carolina
1600 Perimeter Park DrNe
Morrisville. North Carolina 27560
TELEPHONE [phone] FAX [phone]
COFTRIOHT C 3055, URS CORPORATION, WC.
02asa 1•=50 =
JP er ARMY CORPS OF ENGINEERS -- ESP AssocrATEs. P.A.
�XR�1. -
WETw41sDEUWATM MORRISVILLE PARKWAY EXTENSION = engineeTting.surueying.planning
°EE' PHASE THREE _ 14001 Weston Parkuny, Suite 100
13 OF 1 CCARY, WAKE COUNTY, NORTH CAROLINA = Cary. Nc 27513 [phone]

ENG FORM 4345 — APPENDIX A
APPENDIX A: USACE JURISDICTIONAL DETERMINATIONS
SECTION C - GREYSTONE SUBDIVISION AREA
Town of Cary Morrisville Parkway Extension Phase III Appendix A — Section C

[e-mail]
— Forwarded by Russ Overton/Cary on 10/16/2007 10:37 AM —
'Todd Preuninger' <[e-mail]>
10/16/20071021 AM
To <[e-mail]>
cc
Subject FW: Greystone - Wetlands Delineation
From: Matthews, Monte K SAW [ma ilto:[e-mail]]
Sent: Tuesday, October 16, 200710:09 AM
To: Todd Preuninger
Subject: RE: Greystone - Wetlands Delineation
That's right - we couldn't issue the permit without approving our jurisdiction on these features - either by
signed map or issuance of the permit.
Monte
From: Todd Preuninger[mailto:[e-mail]]
Sent: Tuesday, October 16, 2007 8:03 AM
To: Matthews, Monte K SAW
Subject: Greystone - Wetlands Delineation
Monte,
Per our discussion yesterday, it's my understanding that when the 404 permits were issued for the
wetland/stream impacts, the wetland delineation was approved by default.
Please confirm.
Thanks,
Todd

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U.S. ARMY CORPS OF ENGINEERS C ApItL P9V
WILMINGTON DISTRICT
Action ID. 200620620 County: Wake USGS Quad: Green Level RFc,
GENERAL PER UT (REGIONAL AND NATIONWIDE) VERMCATI 'VFQ
I AZO
Property Owner
Authorized Agent: Mr. Tim Bailey MA Homes Winslow Properties Dey. ra
Address: Town of Cary Attn: Jeremy Medlin Attn: John Brown 11"ene/
Town Hall Campus, 1500 Sunday Drive 740 Loch Highlands Drive
Building B Suite 113 Raleieh, NC 27607
316 North Academy Street Raleigh, NC 27607
Cary, NC 27511
Telephone No.: 919-469-4030 919-828-0663 919-3624122
Size and location of property (water body, road name/number, town, etc.): The proiect site is located on the on the
southern end of the existing Green Level to Durham Road, near Cary in Wake Countv, NC and is identified as
the Green Level to Durham Road Improvements
Description of projects area and activity: This permit authorizes 320 LF of permanent impacts to an intermittent
stream having unimportant functions, 20 LF of temporary impacts to an intermittent stream having
unimportant functions, and 0.24 -acre of permanent wetland impact associated with the construction of a road.
Mitigation, at a 1:1 ratio is required for the wetland impacts (see Permit Conditions below).
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number.
Nationwide Permit Number: 14
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management
This Department of the Army verification does not relieve the perniittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at [phone] x30.
Permit Condition: In order to compensate for impacts to 0.24 -acre of riparian wetland the permittee shall make
payment to the North Carolina Ecosystem Enhancement Program (NC EEP) in the amount determined by the NC EEP,
sufficient to perform the restoration of 0.24 -acre of riparian wetlands in the Cape Fear River -Basin, Cataloging Unit
03030004.

-2 -
Construction within jurisdictional areas on the property shall begin only after the permittee has made full payment to the
NC EEP and provided a copy of the payment documentation to the Corps, and the NC EEP has provided written
confirmation to the Corps that it agrees to accept responsibility for the mitigation work required, in compliance with the
MOU between the North Carolina Department of Environment and Natural Resources and the United States Army
Corps of Engineers, Wilmington District, dated November 4, 1998.
"Note: Habitat type may be described as found in Schafale and Weakley, Classification of the
Natural Communities of North Carolina, Third Approximation, 1990; or in accordance with Cowardin, et al (1979),
Classification of Wetlands and Deepwater Habitats of the of the sited States" _
Corps Regulatory Official Monte Matthews _ JL /"L te: May 15, 2006
Expiration Date of Verification: March 18, 2007

-3 -
Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appea!-able action under the Regulatory Program
Administrative Appeal Process ( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.
❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued—. Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corns
Wetland Delineation Manual and are adincent to a UT to Panther Creek. The property also contains stream
channels that exhibit an Ordinary Hieb Water Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hydrologically connected to Panther Creek in the Cape Fear River Basin.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A
above)
This correspondence constitutes an approved jurisdictional determination for the above descnbed 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 South Atlantic Division, Division Office at the
Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
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 July 15, 2006.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory lato Official: Monte Matthews1'V
Date May 15, 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

Copy Furnished:
Withers and Ravenel
Atlas: Todd Preuninger
111 MacKenan Drive, Cary, North Carolina 27511

WILMINGTON DISTRICT
POST -CONSTRUCTION COMPLIANCE FORM
Permit Number: 200620620
Permit Type: NW14
Name of County: Wake
Name of Permittee: Town of Cary Tim Bailey
Date of Issuance: May 15, 2006
Project Manager: Monte Matthews
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-R
6508 Falls of the Neuse Road Suite 120
Raleigh, North Carolina 27615
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to permit
suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was completed
in accordance with the permit conditions.
Signature of Permittee
Date

y .,_ x 5 ♦a. z sY. ''A yvt..i*< y� Py"se?'5r c-�z"$;4k.a ro'.> Y`Yxi,-: 'f;.'i`T.i: 4:t:,ij"�i.` w:r,;r'-.;;2+
.� 'r �. F P$aft �+. R- f G X `Yit {y.-`�` i5. 'S./ Tuk ..42ta" {'.#{1Ss �U'. : i':!'L%5Y MF '^�.t1 R�ii��`.•'!}�.3�.+~`�`f}'�y�✓'.s l�
f,' V Z'.rY. �. �E �iM'j 1 '� l Jr''` .l'.4 } 1T4.•la., l �� � �� �2 �.•v,'"�A t y .3'. r xK1 >����. • l.+iTi.- n/v t'4M��'XixYT .�yT� ����1. Y E�{?r. Y. �� f
i;'��''-'�-�`pp•�'w•- 3����,
.,NOTIF�ICATIO�I,OE�xADM1I��ISTRAT�NE-�AP�?E+(..�y OPT�ONSFA'I�DPROCESSiANID �
_ .. �,A`. �i'� ii+.S".5.. .-V. yT 4" h. ai4 .11. 'c� 3 l }} C wS�Fc.. i+k} i 4.H •dLi L'�. �:5 Y � �}w�.
RE3�7EST FO�t APP AY; � �� .� � 1 b� �4 l.1 ry � CF✓k f � S %� Y'L 1 '�.�i2 xl � C LG �� • L Egrt F..S Q' 4:'i y:'�
Q � X �'.� �+`" - z t s+
.�.: ..� S 1r,^` i s:. 4f� ,3t JF ..9'��p, .', tcrv°�' .�} � •tx .
_ .:5:• -_ _. e':.._ .M1J. J SY` _ .s� � Y.. h f� 3: S �c� � 4hz ryt .�R:� �.F.t. ���w� ::.; .•:
i....t:...G:� _.f.,CiN':_. �.b.;x:,. .et, •...�9`:.t. �j" C.y��,S:%rtin:Yt:`S
Applicant: Bailey Town of Cary File Number: 200620620
Date: May 16 2006
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
permission)
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifiesyour rights acid opforis regarding.-pp.-4 of the above
decision. Additional .information may be found at b*tfl)://*ww.usace.anny.mil/i-n,''e,t/fuiictions/`cw/cecwo/re or
Co s regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: 1f 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 Perrnission (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 division 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.

SECTION II - RE. VEST. FOR APPEAL or.'OBJECTIONS TO;ANIIVITIAYI;'PO,FFEItED PER[''' ,: - ' '.:.
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.
POINT -OF-CONTACT FOR QUESTIONS `OR INFORMATIOi
F` ; :• . ? :: ;: '. :.. :::. .
If you have questions regarding this decision
If you only have questions regarding the appeal process you
and/or the appeal process you may contact:
may also contact:
Monte Matthews
Mr. Michael Bell, Administrative Appeal Review Officer
6508 Falls of the Neuse Road
CESAD-ET-CO-R
Suite 120
U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, NC 27615
60 Forsyth Street, Room 9M15
919-876-8441 x30
Atlanta, Georgia 30303-8801
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
investigations.
Date:
Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

,!�o`A3(oS.o
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200620617 County: Wake
�FCF®
ith�rs 6?006
USGS Quad: Green Level '401"
017
0/
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: Mr. Tim Bailey
Address: Town of Cary
316 North Academy Street
Cary, NC 27511
Telephone No.: 919-469-4030
Size and location of property (water body, road name/number, town, etc.): The project site is located on the east side
of Green Level to Durham Rd app 3/, mile north of the intersection with Green Level Church Rd near Cary in
Wake County, NC and is within UT to Panther Creek of the Cape Fear River Basin. The prosect is identified as
the Greystone PPD/Off Site Sanitary Sewer Extension.
Description of projects area and activity: This permit authorizes 0.42 -acre of temporary impacts to surisdictional
wetlands, and 60 LF of temporary impacts to an intermittent stream durine the construction of a sanitary sewer
line.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to
be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to
the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under
contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will
have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the
present terms and conditions of this nationwide permit. If, prior to the expiration date identified below, the nationwide
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time,
exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any
NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine Section
401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management
Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers
regulatory program, please contact Monte Matthews at [phone] x30.
Corps Regulatory Official Monte Matthews d.Date: April 3, 2006
Expiration Date of Verification: March 18, 2007

-2 -
Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process ( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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 waters of the US and/or wetlands within the above described project area 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.
❑ The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued _ Action ID
Basis of Jurisdictional Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and are adiacent to a UT to Panther Creek The property also contains stream
channels that exhibit an Ordinary High Water Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hydrologically connected to Panther Creek in the Cape Fear River Basin
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
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 South Atlantic Division, Division Office at the
Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
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 _.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: Monte Matthews
Date April 3, 2006

SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Withers and Ravenel
Attn: Todd Preuninger
111 MacKenan Drive, Cary, North Carolina 27511

ENG FORM 4345 — APPENDIX B
APPENDIX B: FINAL DESIGN PLANS AND IMPACT DRAWINGS FOR
STAGE 1- CiREYSTONE SUBDIVISION AREA
Town of Cary Morrisville Parkway Extension Phase III Appendix B

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1. WETLANDS DELINEATED BY S&EC AND SURVEYED
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2. EXISTING TOPOGRAPHY TAKEN FROM SURVEY
BY WITHERS & RAVENEL, INC. WITH SUPPLEMENTAL I
INFORMATION FROM LIDAR.
3. CULVERTS TO BE INSTALLED WITH INVERTS ONE GRAPHICAL SCALE
FOOT BELOW EXISTING STREAMBED, WITH A WENT
STRUCTURE INSTALLED IN EASTERN CULVERT AT 3A0' S0' 26 0 50'
ABOVE THE INVERT ELEVATION (V2 PIPE) TO
PROVIDE PASSAGE FOR AQUATIC LIFE THROUGH
WESTERN CULVERT,
Note: See Overall Wetlands Impact Map For Area Location 1 Inch = 5011.
WITHERS & RAVENEL FIGURE 1— WETLAND AND BUFFER IMPACTS
ENGINEERS 1 PLANNERS 1 SURVEYORS GREYSTONE THOROUGHFARE IMPROVEMENTS, PHASE 3
mw..a.�wr.. Gry, IlerN Groan. znn r: sar►aso an snrrsoss ....rr�..rM.�m. CARY WAKE COUNTY NORTH CAROLINA

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NOTES:
1. WETLANDS DELINEATED BY S&EC AND SURVEYED
BY WITHERS & RAVENEL, INC.
2. EXISTING TOPOGRAPHY TAKEN FROM SURVEY
BY WITHERS & RAVENEL, INC. WITH SUPPLEMENTAL
INFORMATION FROM LIDAR.
3. CULVERTS TO BE INSTALLED WITH INVERTS ONE GRAPHICAL SCALE
FOOT BELOW EXISTING STREAMBED, WITH A WEIR
STRUCTURE INSTALLED IN WESTERN CULVERT AT NY 2V 0
2.75' ABOVE THE INVERT ELEVATION (1/2 PIPE) TO
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Note• See Over We ands Imnact Mar) For Area location I Inch m 50 IL
WITHERS & RAVENEL FIGURE 2 — WETLAND AND BUFFER IMPACTS
ENGINEERS I PLANNERS I SURVEYORS GREYSTONE THOROUGHFARE IMPROVEMENTS, PHASE 3
ln-D"" CARY WAKE COUNTY NORTH CAROLINA

ENG FORM 4345 — APPENDIX C
APPENDIX C: PRELD11NA.RY DESIGN PLANS FOR STAGE 2 -
4 -LANE ROAD FROM NC 55 TO GREEN LEVEL CHURCH ROAD
Town of Cary Morrisville Parkway Extension Phase III Appendix C

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ENG FORM 4345 — APPENDIX D
APPENDIX D: MITIGATION LETTER FROM NCEEP
Town of Cary Morrisville Parkway Extension Phase III Appendix D

Ecosystem
PROGRAM
January 30, 2008
Russ Overton Expiration of Acceptance; July 30. 2008
Town of Cary
PO Box 8005
Cary, NC 27512-8005
Project: Morrisville Parkway Extension Phase III County: WAKE
This letter replaces one issued on January 24, 2008. We have received your request to access the North Carolina Ecosystem
Enhancement Program's (NCEEP) In -Lieu Fee mitigation program for the above referenced project. We regret that we are
unable to accept the full amount of credit requested at this time. This letter constitutes an acceptance of a portion of the
mitigation you have requested.
EEP recently proposed a revision to the fee schedule for wetland and stream mitigation as a means of allowing the program
to collect fees commensurate with our project implementation costs. The revision was passed by the Environmental
Management Commission and Rules Review Commission but has been delayed due to administrative rules regarding
comment submittals. Per established protocols for rule-making, the fee revision will now be considered during the next
legislat;ve session beginning in May 2008. Until that time, EEP has developed a strategy that considers the financial
implications to the program for new requests to access the In -Lieu Fee Program and has determined that we are only able to
accept a portion of your mitigation request at this time. If you want to resubmit your request form at a later time, EEP will
reconsider the request in the future. We anticipate updating our strategy as new data and opportunities become available.
EEP will consider all requests on a case -by- case basis.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
Cape Fear
03030002
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non-Ri arian
CoLstal Marsh
Impacts Requested
0
0
731
0.17
0
0
0
0
Impacts Accepted
0
0
0
0.17
0
0
0.
0
Credits
0
0
0
0.34
0
0
0
0
EEP is willing to accept payment for impacts associated with the above referenced project as indicated in the table above.
Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation
for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP
will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 CertiCcation/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1498.
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A. A
NCDfTR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

L11
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
(\a
Wil U D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Charles Benton, agent
File
R.P. t vrl K�5... f ... Prot-" Oar Staff
NCDENR
North Carolina Ecosystem Enhancement Program, 1662 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

Ecosystem'.
PROGRAM
January 30, 2008
Russ Overton Expiration of Acceptance: July 30. 2008
Town of Cary
PO Box 8005
Cary, NC 27512-8005
Project: Morrisville Parkway Extension Phase III County: WAKE
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 PermiU401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
Cape Fear
03030003
Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft.)
Cold
Cool
Warm Riparian
Non -Riparian
Coastal Marsh
Impacts
0
0
731 0
0
0 0
0
Credits
0
0
1,462 0
0
0 0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
V
Ili m D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Charles Benton, agent
File
Xfftore;i�j... Enka"... Prot�Gt' Our Stat
Q�
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net