20051360 Ver 3_Individual_20061214

URS Corporation -North Carolina
1600 Perimeter Park Drive
Morrisville, North Carolina 27560
Telephone: [phone]
Fax: [phone]
31823400
December 13, 2006
Ms. Jean Manuele, Chief
U.S. Corps of Engineers
CESAW-RG-R
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Extension of Morrisville Parkway Phases Ic, II, and IIId
Dear Ms. Manuele:
' r,
RE~EI VED
In accordance with Section 404 of the Clean Water Act (33 USC 1344), the Town of Cary, Wake
County, North Carolina is requesting authorization for a Department of the Army Individual
Permit to disturb Waters of the United States for new roadway construction. Please find
enclosed form ENG 4345 along with supporting documentation and figures.
Please call me at [phone] if you should have any questions regarding this request.
Sincerely,
URS Corporation -North Carolina
,] ~.-~~~
Charles E. Benton, PWS
Senior Environmental Scientist
Enclosures
cc: Russ Overton, Town of Cary
Mike Babuin, Town of Cary
Monte Matthews, USACE-Raleigh
William D. Gilmore, PE, NC EEP
NC DWQ - 401/Wetlands Unit
File copy
D~~~~~~
D~.C 1 4 2006
C1EiVk . WAT~;12 QUNLI7Y
WtElUW0.4 ANO ST~itMW.41~te A~n~M

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT ~ OMB APPROVAL NO. 0710-0003
(33 CFR 325/ Expires December 31, 2004
The Public burden for this collectan of information is sestimatsd to average 10 hours per response, akhough the majorky of applications shook! require
5 hours or kss. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of informatan. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggsstam for reducing this burden, to Department of Defense, Washington Hsadgwrters Service Directorate of Information
Operstiona and Reports, 1215 Jefferson Davis Highway, Suke 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003-, Washington, DC 20503. ResponderKs should be ewers that notwkhstanding any other provision of law,
ra person shall be subjsot to any penalty for faring to comply wkh a collsctan of information if k doss not display a curremly valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must bs submkted 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, Secdon 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
psrmk. Routine Usss: This information may be shared with the Deportment of Justice and other federal, state, and local government agencies.
Submissan of requested information is voluntary, however, if Information is not provided the permit application cannot bs evaluated nor can a permit
be issued.
Ons set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
appNcation (see sample drawings and instnrctbm) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full witl bs returned.
1. APPLICATION N0. ~ 2. FIELD OFFICE CODE ~ 3. DATE RECEIVED ~ 4. DATE APPLICATION COMPLETED
/TE ELOW TO BE F/LL BY IC
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE tars spent is not ro°uiredl
Mr. Russ Overton, P.E. Mr. Charles E. Benton
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
Town of Cary, Engineering Department 17RS Corporation, 1600 Perimeter Park Dr.,
P.O. Box 8005, Cary, NC 27512-8005 STE 400, Morrisville, NC 27560-8421
7.. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence a. Residence
b. Business (919) 4 6 9- 4 0 3 6 b. Business (919) 4 61-14 3 5
~] 1. STATEMENT OF AUTHORIZATION
I hereby authorise, Charles E . Benton to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
nl 231 O
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE /aoeiravuaiww,
Morrisville Parkway Extension -Phase Ic, II; and IIId
13. NAME OF WATERBODY. IF KNOWN n/~orr..,n/P~ + 14. PROJECT STREET ADDRESS INspp6o~blle)
Hatchet Grove Tributary - Crabtree Creek
15. LOCATION OF PROJECT
Wake
NC
E'1!,YP,~~~vT
RECEIVED
COUNTY STATE I
?ti. OTHER LOCATION DESCRIPTIONS, IF KNOWN, r:eernswctionsl
Project Begin: 35°48'49.35"N, 78°52'21.64"W End: 35°48'48.82"N, 78°50'53.34"W (NAD83/WGS84)
17. DIRECTIONS TO THE SITE
From Raleigh, take Route 40 West to Aviation Parkway (Exit 285); continue straight onto
Morrisville-Carpenter Road; turn left onto Route 55. Project site begins approximately 1/2
mile on the left (proposed NC 55/Morrisville Parkway intersection). See Figure 1: Vicinity
Map (attached).
, EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR3

18. Nature Of Activity (Description of project, inGude all /eatues)
Road construction. See attachment labeled Block 18.
19. Project Purpose (Describe the reason orpurpose o/the project, see inshuction~s)
The project purpose is to extend Morrisville Parkway and finish some of the missing gaps of
this rcadway to provide a continuous 4-lane divided median divided roadway section from
NC 55 to NC 54. The start and complete dates are 07/07 and 12/08 respectively.
USE BLOCKS 20.22 IF DREDGED ANDIOR 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, bridge placement, culvert placement,
and 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 insvuctlons)
See attachments labeled Block 22, and Table 1.
23. Is Any Portion of the Work Already Complete? Yes _No _~YES, 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
NCDENR Permit
"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 app ication. I certify that the information in this
application is complete and accurate. I further certify that I possess the authority to ~rt e t e work describ herein or am actin as the
duly authorized agent of the applicant. 1G~~
~~ ~a s o~
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 it may be signed by a duly
authorized agent if the statement in block 11 has been tilled 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 falsities, conceals, or covers up any trick, scheme, or disguises a material Tact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any talse writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be Tined not more than $10,000 or imprisoned not more than five years or both.

ENG FORM 4345 -BLOCK l8
18. NATURE OF ACTIVITY
The proposed project is located in the Town of Cary, Wake County, North Carolina (see Figure
1), and is situated within the Neuse River Basin (Hydrologic Unit Code 03020201). The overall
proposed activity is a road construction project that would extend the Morrisville Parkway and
finish some of the missing gaps of the roadway to provide a continuous 4-lane median divided
roadway section from NC 55 to NC 54. The proposed project includes three areas of
construction activity (Phase Ic, Phase II, and Phase IIId). The Phase Ic project segment is a
proposed connection of an existing section of the Morrisville Parkway at the intersection with
Louis Stephens Drive to an existing section of the Morrisville Parkway near Preston Village
Way, the Phase II project segment would connect an existing section of the Morrisville Parkway
at the intersection near Ashmore Drive to an existing section of the Morrisville Parkway at the
intersection with Davis Drive, and the Phase IIId project segment is a proposed connection of the
existing section of the Morrisville Parkway at the intersection with Carpenter-Upchurch Road to
NC 55.
1 g.l EXISTING CONDITIONS
Phase Ic -Bridge:
The Phase Ic -Bridge project segment is bordered to the east and west by existing sections of the
Morrisville Parkway, and to the north and south by undeveloped forested land (see Figure 2A).
The existing conditions within this project segment include upland hardwood/pine forest, Section
404 jurisdictional forested wetlands, and a perennial stream named Hatchet Grove tributary. The
upland forest is dominated by loblolly pine (Pinus taeda) and sweetgum (Liquidambar
styraciflua) with saplings of red maple (Ater rubrum). American elm (Ulmus americana), and
willow oak (Quercus phellos) dominate in the understory. The forested wetland is dominated by
sweetguin and red maple, with loblolly pine present in lesser quantities. Tag alder (Alnus
serrulata) is dominant in the understory. The on-site stream is located approximately 500 feet
upstream of an impounded lake. This impoundment is part of the Crabtree Creek flood storage
system and is controlled by Natural Resource Conservation Service Dam Number 2. A U.S.
Corps of Engineers (USAGE) jurisdictional determination has been completed for this proposed
project segment (see Appendix A).
Phase II -Culvert:
The Phase II -Culvert project segment is bordered to the west by an existing section of the
Morrisville Parkway, to the east by Davis Drive, and to the north and south by undeveloped
forested land and residential properties (see Figure 3A). The existing conditions within this
project segment include upland mixed hardwoods, Section 404 jurisdictional forested wetlands,
isolated forested wetlands, and an unnamed perennial stream. The upland forest canopy is
comprised of loblolly pine, sweetgum, red maple, American beech (Fagus grandifolia), and
sourwood (Oxyde~zdron arboreum). The forested wetlands contains predominantly loblolly pine,
sweetgum, and red maple, with slippery elm (Ulmus rubra) and ironwood (Carpinus
caroliniana) present in lesser quantities. The on-site stream is located approximately 700 feet
upstream of its confluence with Hatchet Grove tributary, which drains to Crabtree Creek. A
USAGE jurisdictional determination has been completed for this proposed project segment and
has verified the wetland and stream features listed above (see Appendix A). One wetland area
within this project segment was determined by the USAGE to be hydrologically isolated, and
Town of Cary Morrisville Parkway Extension Phases Ic, 11, & Illd Block 18: page 1 of 3

ENG FORM 4345 -BLOCK 18
therefore is anon-jurisdictional wetland under Section 404 of the Clean Water Act. The North
Carolina Division of Water Quality (NCDWQ) may take jurisdiction over this isolated wetland.
Phase IIId - NC 55 Connector:
The Phase IIId - NC 55 Connector project segment is bordered to the west by NC 55, to the east
by Carpenter-Upchurch Road, to the north by an undeveloped wooded property, and to the south
by a developed property that contains a mulch storage facility (see Figure 4A). The existing
conditions within this project segment include both developed and undeveloped properties. The
developed property is used primarily for the storage and distribution of mulch and other
landscape products. A section of rail line is also located within this project segment. The
undeveloped portion of this project segment contains upland mixed hardwood/pine forest, and an
isolated forested wetland. The upland forest is dominated by tulip poplar (Liriodendron
tulipifera), sweetgum, and loblolly pine. The isolated wetland is dominated by sweetgum,
loblolly pine, and black willow (Salix nig~°a). A USACE jurisdictional determination has been
completed for this proposed project segment (see Appendix A). The on-site wetland area was
determined by the USACE to be hydrologically isolated, and therefore is a non jurisdictional
wetland under Section 404 of the Clean Water Act. NCDWQ inay take jurisdiction over this
isolated wetland.
18.2 PROJECT DESCRIPTION
The road design for the proposed project segments would be similar to the existing sections of
the Morrisville Parkway. The proposed design is an approximately 105-foot wide, 4-lane
median divided roadway, including 5-foot wide sidewalks and 5-foot wide utility strips to be
situated on both sides of the roadway. Fill slopes within the project area are 2:1. To
accommodate the roadway alignment, two stream crossings are required (bridge and culvert, 35°
48' S1"N, 78° 51' 46"W and 35° 48' S0"N, 78° 51' OS"W (NAD83/WGS84), respectively). The
project would use standard road construction methods and use of heavy equipment, such as
cranes, backhoes, bulldozers, and dump trucks.
Phase Ic -Bridge:
A new 4-lane median divided roadway, approximately 1,130 feet in length, would be constructed
to connect the existing section of the Morrisville Parkway at the intersection with Louis Stephens
Drive to an existing section of the Morrisville Parkway near Preston Village Way. To minimize
wetland and stream impacts, a 180-foot long, 82-foot wide, prestressed concrete, three-span
bridge is proposed to be constructed over the Hatchet Grove tributary within this project
segment. The bridge would be constructed using cranes placed above and on the side of the
bridge site. Two bents would be placed on top of drilled piers set approximately fifteen feet
below ground surface. The bridge has been designed to accommodate the 100-year flood. A
temporary haul road would be constructed to access the bridge site. Design elements for this
project segment are depicted on Figures 2B and 2C.
Phase II -Culvert:
A new 4-lane median divided roadway, approximately 1,260 feet in length, would be constructed
to connect the existing section of the Morrisville Parkway near the intersection with Ashmore
Drive to an existing section of the Morrisville Parkway at the intersection of Davis Drive. To
allow the road crossing of an unnamed perennial stream within this project segment, the
installation of a 162-foot long, 12-foot by 8-foot, reinforced concrete single box culvert is
Town of Cary Morrisville Pm-kway Extension Phases Ic, II, & Illd Block 78.• page 2 of 3

ENG FORM 4345 -BLOCK 18
proposed. The culvert would be constructed using cranes and other standard heavy equipment.
A temporary channel would be constructed to divert flow prior to constructing the culvert. In
addition, two temporary gravel and rip rap filter basins would be installed to trap sediment.
These temporary basins would be converted to permanent preformed scour holes for on-going
erosion and sediment control. Design elements for this project segment are depicted on Figures
3B and 3C.
Phase IIId - NC 55 Connector:
A new intersection would be constructed at NC 55 to connect to the existing terminus of the
Morrisville Parkway at the intersection with Carpenter-Upchurch Road. The distance from
NC 55 to Carpenter-Upchurch Road is approximately 415 feet. The design of the new
intersection requires an at grade crossing rail crossing. Design elements for this project segment
are depicted on Figure 4B.
1 g.3 PROJECT IMPACTS TO WETLANDS AND STREAMS
The proposed project would require the unavoidable discharge offill material into wetlands and
streams. These impacts are described in detail by project segment in the attachment labeled
Block 22, and are summarized in Table 1.
1$.4 PROJECT IMPACTS TO RIPARIAN BUFFERS
The project is subject to riparian buffer rules for the Neuse River, as established in 15A NCAC
2B .0233. Project impacts within 50-foot riparian buffer areas are presented by project segment
in Table 2.
18.5 AVOIDANCE AND MINIMIZATION
Avoidance and minimization measures have been incorporated in the roadway design to limit the
amount of wetland, stream, and buffer impacts. Alternative alignments for the roadway were
limited by the fixed endpoints of the existing sections of the Morrisville Parkway. Fill slopes
were designed at 2:1 to limit fill within wetlands and streams. In addition, the design
incorporates a bridge, rather than a box culvert, to limit impacts to Hatchet Grove tributary and
its adjacent wetlands. Moreover, the proposed bridge has been specifically designed to limit the
footprint of disturbance. The bridge design incorporates an "hour-glass" shape that requires a
lesser amount of fill than traditional bridge designs.
The project has been designed to avoid temporary wetland impacts to the geatest 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
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). A letter from the
NCEEP indicating that they are willing to accept payment for the mitigation has been obtained
(see Appendix B).
Town of Cary Morrisville Parkway Extension Phases Ic, II, c~ Illd Block 18: page 3 of 3

ENG FORM 4345 -BLOCK 21
21. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT
OF EACH TYPE IN CUBIC YARDS
Within each of the three project segments, the roadway would be constructed using agravel/soil
fill that meets NC Department of Transportation roadway embankment specifications. The
bridge would be constructed using two reinforced concrete bents that are placed on top of eight
drilled reinforced concrete piers set approximately fifteen feet below ground surface. Within the
Phase II project segment, a 162-foot long, 12-foot by 8-foot, reinforced concrete single box
culvert is proposed. In addition, Class I Rip Rap will be used for erosion control at the culvert's
inlet and outlet, and for the construction of permanent scour holes. The fill material amounts
within Section 404 jurisdictional waters for each project segment are presented in Table 3.
Town of Cary Morrisville Parkway Extension Phases Ic, II, & IIId Block 21: page 1 of 1

ENG FORM 4345 -BLOCK 22
22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS
FILLED
Each of the three project segments would require unavoidable fill material discharge into
wetlands and/or streams. All impacted wetland areas are forested wetlands, and both on-site
streams are classified as perennial. Specific descriptions of the permanent fill areas and
temporary impact areas within each project segment are provide below, and these impacts are
summarized in Table 1.
Phase Ic -Bridge:
This project segment would require 0.40 acre of permanent fill material discharge into Section
404 jurisdictional wetlands (see Figure 2A). The permanent placement of fill within the
wetlands is required for construction of the proposed road embankment. Bulldozers would be
used for grading activities, and cranes would be used to install the bridge. Fill slopes are
designed at 2:1 in this project segment.
In addition, the project segment would temporarily disturb 0.27 acre of Section 404 jurisdictional
wetlands, and 12.2 linear feet of stream. The temporary impacts are required for the construction
of a temporary haul road and the area required for the heavy equipment operation during bridge
construction. All heavy equipment would be placed on mats within the temporary wetland
impact areas.
Phase II -Culvert:
This project segment would require permanent fill material discharge into 0.51 acre of Section
404 jurisdictional wetlands, and 0.09 acre of isolated wetlands. In addition, the project would
involve the piping and fill of 250.4 linear feet of a jurisdictional channel (see Figure 3A). The
permanent placement of fill within the wetlands is required primarily for the construction of the
proposed road embankment, and to a lesser extent for the construction of permanent preformed
scour holes. The permanent stream impact is required for the construction of a 162-foot long,
12-foot by 8-foot wide, reinforced concrete single box culvert. Bulldozers would be used for
grading activities, and cranes would be used to install the culvert. Fill slopes are designed at 2:1
in this project segment.
In addition, the project segment would temporarily disturb 0.16 acre of Section 404 jurisdictional
wetlands, 0.03 acre of isolated wetlands, and 32.1 linear feet of stream. The temporary impacts
are required for the construction of temporary gravel and rip rap filter basins and for a temporary
construction easement. Except for the areas that that would be converted to permanent
preformed scour holes, the temporary filter basins would be restored to pre-construction
conditions. Impacts associated with the temporary construction easement are limited to clearing
activities; no ground disturbance is anticipated.
Phase IIId - NC 55 Connector:
The proposed connection of NC 55 to the existing portion of the Morrisville Parkway at the
intersection of Carpenter-Upchurch Road would require 0.15 acre of permanent impacts, and
0.05 acre of temporary impacts to an isolated wetland (see Figure 4A). The permanent
placement of fill within the wetlands is required for construction of the proposed road
embankment. Fill slopes are designed at 2:1 in this project segment. Bulldozers would be used
for grading activities. Impacts associated with the temporary construction easement are limited
to clearing activities; no ground disturbance is anticipated.
Town of Cary Morrisville Parlrway Extension Phases Ic, 11, & IIId Block 22: page I of I

ENG FORM 4345 -BLOCK 24
24. ADDRESSES OF ADJOINING PROPERTY OWNERS
WHOSE PROPERTY ADJOINS THE WATERBODY
Phase Ic -Bridge:
OWNER OWNER ADDRESS PROPERTY LOCATION PIN
WAKE COUNTY PO BOX 550, RALEIGH, NC, 27602-0550 4000 LOUIS STEPHENS DR 74503020080
WAKE COUNTY BOARD OF EDUCATION 1551 ROCK QUARRY RD, RALEIGH, NC, 27610-4145 2100 MORRISVILLE PKY 73504914481
FERRELL, DAVID STUART 1600 MORRISVILLE CARPENTER RD, CARY, NC, 27519-8633 1950 MORRISVILLE PKY 74503019227
HENDRIX, TIMOTHY J & SHIRLEY R 1 16 LAKE HICKORY CT, CARY, NC, 27519-9504 1 16 LAKE HICKORY CT 74503 1 1 1 274
FOLMSBEE, PAUL F & SANDRA L 1 18 LAKE HICKORY CT, CARY, NC, 27519-9504 118 LAKE HICKORY CT 74503111261
ALSTON, STEPHEN M & JILL C 104 GAMBARDELLI CT, CARY, NC, 27519-9549 104 GAMBARDELLI CT 74503102845
OLDE CARPENTER LLC 1933 MORRISVILLE CARPENTER RD, CARY, NC, 27519-9734 2832 CARPENTER UPCHURCH RD 73504806895
Phase II -Culvert:
OWNER OWNER ADDRESS PROPERTY LOCATION PIN
VILLAGE INVESTMENT LLC 1200 MORRISVILLE CARPENTER RD, CARY, NC, 27519-8620 0 MORRISVILLE PKY 74503319605
WASTCHAK, DANIEL PAUL & ANGELA SUE 103 HEDSPETH LN, CARY, NC, 27519-9595 103 HEDSPETH LN 74503317446
NANAVATI, PRATIK B & KAAJAL 105 HEDSPETH LN, CARY, NC, 27519-9595 105 HEDSPETH LN 74503318494
MCDOUGALL, JOHN R & DAMITA E 104 HEDSPETH LN, CARY, NC, 27519-8380 104 HEDSPETH LN 74503319373
HATCHER GROVE MISSIONARY BAPTIST CHURCH 3400 DAMS DR, CARY, NC, 27519-8804 3400 DAMS DR 74519513203
DDMP INVESTMENTS LLC PO BOX 97091, RALEIGH, NC, 27624-7091 3399 DAMS DR 74503415075
WAKE COUNTY BOARD OF EDUCATION 3600 WAKE FOREST RD, RALEIGH, NC, 27609-7329 1519 MORRISVILLE PKY 74519504427
Phase IIId - NC 55 Connector:
OWNER OWNER ADDRESS PROPERTY LOCATION PIN
MEREDITH, WESLEY A PO BOX 26210, FAYETTEVILLE, NC, 28314-5020 2908 CARPENTER UPCHURCH RD 73 5 04 8 1 245 8
CARY TOWN OF PO BOX 8005, CARY, NC, 27512-8005 3800 NC 55 HWY 73504718488
TARLTON, RUSSELL W JR & DIANNE N 1109 ATHENS DR, RALEIGH, NC, 27606-2420 3761 NC 55 HWY 73504714289
CARROLL, FRANK M & ANNE P 2422 E CLUB BLVD, DURHAM, NC, 27704-3535 3750 NC 55 HWY 73504719205
TARLTON, RUSSELL W JR & DIANNE N 1109 ATHENS DR, RALEIGH, NC, 27606-2420 3753 NC 55 HWY 73504619230
TARLTON, RUSSELL W SR & DIANNE N 1109 ATHENS DR, RALEIGH, NC, 27606-2420 3730 NC 55 HWY 73504709935
LIFE EXPERIENCES INC 1335 BUCK JONES RD, RALEIGH, NC, 27606-3328 3727 NC 55 HWY 73504704901
GIBBON, CHARLES R 316 BOLTSTONE CT, CARY, NC, 27513-6018 3741 NC 55 HWY 73504608872
OLDE CARPENTER LLC 1933 MORRISVILLE CARPENTER RD, CARY, NC, 27519-9734 2832 CARPENTER UPCHURCH RD 73504806895
Town of Cary Morrisville Parkway Extension Phases Ic, li, & IIId Block 24: page 1 of 1

ENG FORM 4345 -FIGURES
FIGURES
Town oJCary Morrisville Parkway Extension Phases Ic, II, & IIId Figures

+~ '' .,, .
~~ .. ,a-r~ ,.~
Figure 1:
Vicinity Map
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Proposed Morrisville Parkway
Centerline
- Bridge
Culvert
- Slope Stake Limits
N
A
0 250 500
*~~ Feet
ViW
MweiavW, NG
d~: Townr of Cnxv
Nna,a ca.oi.re.
Sources: Wake CouNy, NC; ESRI, Iro;
Town of Cary, NC; and URS Carp.

Figure 2A:
Phase Ic: Bridge
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Jurisdictional
Wetland Boundary
Jurisdictional Stream
50' Ripadan Buffer
Proposed Morrisville Parkway
Centerline
- fridge
Slope Stake Limits
Temporary Haul Road
Proposed Impacts to
Wetlands and Streams
® Permanent Section 404
Wetland Impact
® Temporary Section 404
Wetland Impact
Temporary Stream
Impact
N
A
0 50 ,~~
*~~ Feet
V iW
alortevile,NG
y=, Town of Ctitr
Noa• Caaoti Nn
Sources: YYke CourM1y, NC: ESRI, Inc;
Town of Cary, NC; and URS Gap.

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- - - 50'RIPARInN BUFFER ~. - - -j' - - -
- - - - - - f - - - /j ~ - - f BENT AND ORILLEO PIERS
/ / / 50'RIPAflIAN BUFFER
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SCALE: I'= 60'
60 0 30 60

I ~ I I ~ I I I I ~ I I I I ~ I I I I ~ I I I I I I I_
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- J55 fILL FACE 9 END BENT I
- STA. 129x2/.000 -L- AN A SPAN B AN FILL FACE 9 ENO BENT 2
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- }50 EARTH BERN F BENT 1 ~ BEN7 2 i'-0. 4IN. CR1DE POINT EL. 318.697
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i0E OF SLOPE EL329.900 ~-
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' EL 329.800 EL 330.2!
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- L }32.6• ~ 11 _-______
_ ___________________________ -EL. 370.it _
_ _______ __ _ NORNAI T.S. __- '~ GflCUNO7 uINE
------ ---------- r_ ~__
- -"'------ - EL. 329.1 -' E1. 374.1
L
-770 EL. 732.Ot _ _________ ~ `` `~; ; EL. 332.8
- EL. 3}O.Ir
-325 6'-O'ORILLEO PIER ITYP.1 ~ EL. 328.0: ~ EL 332.1'
~E1.728.1' i0P 0f OflILLED PIER
EL. 729.600 GRADE DATA -L-
GRADE DATA -L- END BENT I RENT 1 SENT Z END BENT 2
P.I.= STA. 172rp0,00
P.I.= S1A. 127x 70.00 EL.= 348.19'
EL.= 3sa.6s• SECTION THRU ~ SURVEY -L- vc = no'
YC = 480'
SECTIONS AT BENTS AND ENO BENTS APE AT flIGHT ANGLES -0.5234% 1.6979%
5 SppO~A-- --~
~-- 70 C
r LMI\
PILES ARE NOi SxOTN Ix PLAN VIEN FOR CLARITY
HORIZONTAL CURVE DATA -L-
P.I.= Si A. 130+81.95
Q= IS' 28'17.0-Il it
L = 210.03'
i 135.84'
R = 1.000.00'
HORIZONTAL CURVE DATA -LRT- (RIGHT EOPI
P.I.= S7A. 130.BSJT
~ = IS' 2B'17.0-IL iI
L = 888.57'
i 346.39'
R = 2.550.00'
HYDRAIA.IC DATA
DESIGN DISCHARGE = 600 CFS
FREQUENCY !K DESIGN FL000 = 50 YRS.
DESIGN HIGH TA TER ELEVATION = 333.22
piAINAGE AREA
BASIG DISCHARGE 101001 = 1.36 S0. YI.
= 730 CFS
BASIC NIGH HATER ELEVATION = 333.48
OVFR70PPING FREQUENCY = 500. YRS.
SCALF: I' _ )2'
l2 0 16 72
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Figure 3A:
Phase II - Culvert
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Jurisdictional
Wetland Boundary
Jurisdictonal Stream
50' Riparian Buffer
Proposed Morrisville Parkway
Centerline
- Culvert
Slope Stake Limits
Proposed Impacts to
Wetlands and Streams
® Permanent Section 404
Wetland Impact
® Temporary Section 404
Wetland Impact
®Permanent Isolated
Wetland Impact
Temporary Isolated
Wetland Impact
- Permanent Stream
Impact
Temporary Stream
Impact
N
A
0 50 100
*~~ Feet
V aW
Nwrasrw,Nc
y=~ Town of Cray
Narr c.roriv.,
Sources' N6ke County. NC; ESRI, Irc;
Tovm of Cary, NC; anE I1R5 Corp.

CULVERT CONSTRUCTION SEQUENCE
I. CONSTRUCT TEMPORARY CHANNEL KITH LINER
5' DEPTx
11' BASE
PERMANENT
2:1 SLOPES
I I JURISDICTIONAL STREAM DRAINAGE EASEMENT
2. CONSTRUCT IMPERVIOUS DIKE CHANNEL ITOP OF BANK)

1 CONSTRUCT CULVERT
TEMPORARY CHANNEL 1
I
TEMPORARY GRAVEL AND RIP RAP

1. DIVERT WATER THpOUGN CULVERT CHANGE YITx LINER i FILTER BASIN MITN SKIMMER
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USACE Jurisdictional Determination on 5/4/2006. ID# 200620573 ,_ i ; @
Figure 4A:
Phase Illd -
NC 55 Connector
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Jurisdlctlonal
Wetland Boundary
Proposed Morrisville Parkway
Centerline
Slope Stake Limits
Proposed Impact
® Permanent Isolated
Wetland Impact
Temporary Isolated
Wetland Impact
N
A
0 50 100
*~~ Feet
V iW
Town of GARY
Nnerx Cara tun
Sourxe: Wke County, NC', ESRI, Inc'.
Tovm or Cary, NC; ant URS Corp.

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ENG FORM 4345 -TABLES
TABLES
Town of Cary• Mo~~risville Pm•kway E~aension Phases Ic, II, & Illd Tables: page 1 of 2

ENG FORM 4345 -TABLES
TABLE 1. SUMMARY OF WETLAND AND STREAM IMPACTS
.Project Se ent
Phase Ic Phase II ....Phase IIId-.

Brid e>
Culvert NC,55
Connector
Total
Section 404 Forested Wetlands (acre 0.40 0.51 - 0.91
Permanent
Impacts
Isolated Forested Wetlands (acre)`
-
0.09
0.15
0.24
Perennial Streams (linear feet - 250.4 - 250.4
Section 404 Forested Wetlands (acre 0.27 0.16 - 0.43
Temporary
Impacts
Isolated Forested `Wetlands (acre)
-
0.03
0.05
0.08
Perennial Streams (linear feet) 12.2 32.1 - 44.3
TABLE 2. SUMMARY OF RIPARIAN BUFFER IMPACTS
Project Se ent
Phase Ic Phase II Phase IIId

Bride `
Culvert NC 55'
Connector
Total
P
I
a
s
ft Section 404 Wetlands 814 2,379 N/A 3,193
Z
l ermanent
.)
mp
cts (
q. U lands 1,102 9,985 N/A 11,087
one T
I
f Section 404 Wetlands 4,553 285 N/A 4,838
emporary
mpacts (sq.
t.) U' lands 0 2,754 N/A 2,754
P
m
n
I
s
ft Section 404 Wetlands 224 1,534 N/A 1,758
Z
2 er
ane
t
mpacts (
q.
) U lands 2,878 5,053 N/A 7,931
one T
m
I
ft Section 404 Wetlands 2,828 1,273 N//~ 4,101
.)
e
porary
mpacts (sq. U lands 48 1,708 N//~ 1,756
TABLE 3. SUMMARY OF FILL MATERIALS ~'VITHIN JURISDICTIONAL WATERS
Project°Se ent
Phase Ic Phase II Phase IIId

Fill Material
Bride
Culvert NC 55
Connector
Total
GravellSoil Road Embankment (cubic ards 6,000 7,500 1,500 15,000
ClassT Ri Ra (cubic ards N/A 4 N/A 4
Reinforced Concrete Drilled Piers (# er'site 8 N/A N/A 8
Reinforced"Concrete Box Culvert (# er site N/A 1 (162' x 12' x 8' N/A 1
Town of Cary Mon-isville Parkway Extension Phases Ic, II, 8z Illd Tables: page 2 of 2

ENG FORM 4345 -APPENDIX A
APPENDIX A: USAGE JURISDICTIONAL DETERMINATIONS
Town of Cary Morrisville Parkway Extension Phases Ic, Il, & Illd Appendix A

U.S. ARl~'IY CORPS OF ENGIl~TEERS
- WILMIl~IGTON DISTRICT
Action ]d. 200620573 County: ~'~'ake U.S.G.S. Quad: Car
NOTIFICATION OF JL?RISDICT]ONAL DETERA'III\'ATION
Property Owner/Agent: Town of Cary
Attn: Mike Babuin
Address: PO Box 8005
Carv, NC 27512
Telephone No.: 919-462-3931
Size and location of property (waterbody, road name/number, town, etc.) The properh' is located east of the
exi~tinQ ceQment of Morrisville Parkway and extends to~•ard Davis Drive, near Carv in Rake County, NC
and is identified as 111orrisville Parkx~ay Extension, Phase ].
Indicate '1~1'hich of the Follo~~~in~ Apply:
_ Based on preliminary information, there may be Wetlands and Streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are Wetlands and Streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or ow published
- regulations, this determination maybe relied upon for a period not to exceed five-years from the date of this
notibcation.
_ We strongly suggest you have the Wetlands and Streams on yow property delineated. Due to the size of
yow property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
_ The ~~'etlands and Streams on yow property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should
be reviewed and verified by the Corps. Once verified, this survey will provide an accwate depiction of all
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
X_ The V1'etlands and Streams have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on May 4, 2006. Unless there is a change in the
law or our published regulations, this determination maybe relied upon for a period not to exceed five
years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or ow published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (LAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: Monte Matthews ~"' IT~ ~.~1'~~
Date May 4.2006 Expiration Date 1\9ay 4, 2011
Page 1 of 2

Action ]d. 200620573
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean ~>,'ater Act (33 USC § ] 31 l ). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Monte Matthews at
919-876-8441 x30.
Basis For Determination: Areas on this site exhibit ~j~etland criteria as described in the ]987 Corps R'etland
Delineation Manual and are adiacent to UT of Crabtree Creek. The propert,~ also contains stream channels
that exhibit an Ordinary High V1'ater Mark as indicated by changes in soil character and absence or
terrestrial vegetation and are hvdrologicalh~ connected to Crabtree Creek in the Neuse River Basin.
Appeals Information: (This information applies only to approved jurisdictional determinations as indicated
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrztive appeal under Corps regulations at 33 CFR part 331.
Enclosed you will find a 1~'otification 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:
NIr. )\9ichae] F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M 15
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 33 ] .S, 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 4,
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 Official (Initial): f~~
FOR OFF]CE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: URS
Attn: Ray Bode
l 600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560

~
NOTIFICATION OF
AD~9II~1]STR,A7IVE APPEAL GPTIONS A7\~D PROC)=SS AI~p ~~-~ < = ~
x_
REQUEST FOR~APPEAL _ ~y ~--~ `` t ~"~` ~
~
Applicant: Town of Cary File Number: 200620573 Date: May 4, 2006
Attn: Mike Babuin
Attached is: See Section below
II~TITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission
PROFFERED PERMIT (Standard Permit or Letter of ermission B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICT]ONAL DETERMINATION E
SECT]ON I -The following identifies your r~glits and options regarding an administrative appeal of the above
decision. Additional information maybe found'at http:/%~~~~~~.usace:.army.mil/inet/functions/cw/cecwo/reg or
Co ~s i-e ]ations at 33 CFR Part331
,..
A: II~tIT1AL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit
you may sign the permit document and return it to the district en
ineer for final
,
g
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yow 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 a]] rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: ]f you object to the permit (Standard or LOP) because of certain terms and conditions therein
you ma
re
uest that the
,
y
q
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 yow right to appeal
the permit in the future. Upon receipt of your ]ever, the district engineer will evaluate yow objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of yow 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 yow reconsideration; as indicated in Section $ 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 en
ineer for final
,
g
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yow 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 al] 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
ou
, y
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 JURISD]CTIONAL 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 w,der 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: PRELIMITIARY JUR]SD]CT]ONAL DETERMINATION: 1'ou 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 maybe 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 -REQUEST FOR APPEAL or OBJECTIONS TO AID' I]`~ITIAL PROFFERED PERMIT.
REASONS FOR APPEAL OR OBJECT]ONS: (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.)
ADDIT]ONAL ITIFORMATION: 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. I~Teither 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 INFOR]vIAT]ON":`- `-
Ifyou 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 F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-844] x30 60 Forsyth Street, Room 9M15
Atlanta. Geor is 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 al] site
investi ations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGII~TEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

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VICINITY MAP
DATUM DESCRIPTION
1HE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS EASED ON 7HE STATE PLANE COORDINATES ESIA6LISHED BY
OTHERS FOR MONUfdENT'TN 100'
WITH NAD 83 STATE PLANE GRIG COORDINATES OF
NORTHING: 751,265.7021ft) FASTING: 2,037,799.295(8)
7HE AVERAGE COtd61NED GRIG FACTOR USEG ON THIS PROJECT
(GROUND TO GRID) IS: 6.999907455
THE N.C. LAM6ERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"TN 100' TO N.C.G .'CHANDLER" IS
N 74' 00' OB' E 355.161ft)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
~E~EIVEI3
SEP 2. ~2 2006
RALEIGH REGULATORY FIELD OFFICE
NOTES:
1.7HE 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
SURVEYOR HEREBY CERTIFY THAT THIS
SECTION 404 WETLAND SURVEY AND
SUBSEQUENT PLANS WAS MADE UNDER MY
DIRECT SUPERVI~~n,IeAND THAT IT IS
CORRECT Tp:T~.~f~r3~,`q~ MY KNOWLEDGE.
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.SHEET 2 OF 2 zv
N.L.G.E.'CHANI7I.ER'
N= 75L363396
ESP RN 700' ~_ E= 2,03E,140.90/
N= 751,285.702®~ ~ ~ EIEv~ 388Ji3f9j
E= 2.037,798295 ~ '
ELEV= 384.95(9)
I MORRISVILLE P
WETLOArJDS ARKWgy ExTENSIpry
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N.C. PROFES'SJC7NAL.SIJRVEYOR L-3220
NORTH CAROLINA
WAKE COUNTY
This cenifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 404 of the Clean Water
Act zs tletermined by the undersigned on this date. Unless
there is z change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon
for a period not to exceed five years from this date. Thjs
determination was made utilizing the 1987 Corps of Engineers
Wetlands Delineation Manuel.
Regulatory Official: ~ ~'
Title• S
Dater'G-O~i
USACE Action ID: ZOO(20.J-7~
GRAPHIC SCALE
o uo eoo
( IN FEET )
1 inch 500 1L
SuDmllled Dy
URS Corporollon -North Carollno
1600 Perlme>'er Fork Drive
Morrlsvllle, North Corollno 27560
TELEPNONE (9t L) •67-1100 EAx (91L) del-7a1S
COP YRIOM7 ®i000, URS CORPORA TON, INC.
°LE S`°`h SECTION 404 WETLANDS SURVEY FOR:
01.2i-0E t'=500
~`K~t r'"~n° s, ARMY CORPS OF ENGINEERS
~uRe„~ ESP ASSOCIATES. P.A.
rc'u"o=oErINLATK>NSURVrr MORRISVILLEFARKWAYEXTENSION engineering•aurueyting•~lanning
SMFr
OF 2 PHHSE ONE _ 961 Trinity Ft041d
GARY, WAKE COUNTY, NORTH CARDLINA haleigh, NC ?7607 (919) 658- 9200
.~

~,
! -27- ~`
Submltled by

~ u eRAPis s ~ ~ URS CorporotlOn - Nonh Corollna
1600 Perimeter Park Drive
.~„~,~_ ~ I ~ ~ ~ ~ Morrisville, North Carolina 27560
(IN FEET)
1 inch- 30 h. TELEGNONE (916) aEt-1100 iA% (G76) aEl-1a15
coPrnlcnT
0 2000, VR5 COFPOFp TION, INS.
e•~iE.6E i•`"-`~o• SECTION 404 WETLANDS SURVEY FOR:
°~~K°` `~~~ °" ARMY CORPS OF ENGINEERS -
-0E SCRW,pN. ESP ASSOCIATES
P
A

4EiV,NO<DEixIE!•TIq: SURVEY
SEEl

MORRISVILLE PARKWAY EXTENSION _
,
.
.
engineering••urueying•glianning
L OC ~
r PHASE ONE = 961 Trinity Road
CARY, WAKE COUNTY, NORTH CAROLINA = Ra.Zetigh, NC 29607 (919J b5&-5200

U.S. ARl\TY CORPS OF ENGINEERS
1'~'ilmington District
Action ID: 200320957 County: Wake
NOTIFICATION OF JURISDlCTI01\'ALbETERMINATION
Property
Authorized
Owner Town of Cary Agent URS. Group. Inc.
Attti: Russ Overton, P.E. ~ ~ ~ Attn: Ray Bode
Address P.O. Box 8005 Address ] 600 Perimeter Park Drive
Cary, NC 27512 Morrisville; NC 27560
Telephone Number 919-469-4030 Telephone 1\tumber 919-461-1100
Size and Location of Property (waterbody, Hi~hway name/number, town, etc.): The project is
located on Louis Stevens.Drive between Heritage Pine and Morrisville-Carpenter Road and on Morrisville
Parkway between~Preston Village North and Carpenter Upchurch Road in Morrisville, Wake County;
North Carolina.
Basis for Determination: The.site contains wetlands.and stream channels with indicators.of ordinary
high water marks, located adjacent to an unnamed tributary of Crabtree Creek iri the Nettse River Basin.
Indicate 1~'hich of the Following Apnly:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present work)oad, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean ~'~'ater Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
of this notification.
Placem t of dredged or fill material in ~i~etlands on this property without a Department of the
Army P rmit is in most cases a violation of Section 301 of the Clean ~'Vater Act (33 USC 1311). A
permi snot required for work on the prorzrty restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Andrea Wade at telephone number (919) 876 - 8441 extension 31.
Project Alanager Signature ~ ~_
Date November l2, 2003
Expiration Date November 12, 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FOR)\9 A7UST BE ATTACI3ED TO THE FILE COPY OF THIS FORM.

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A licant: Town of Cary File 1\'umber: 200320957 Date:Nov 12, 2003
Attached is: See Section below
INITIAL PROFFERED PERA2IT (Standard Permit or Letter of ermission) A
PROFFERED PERMIT (Standard Permit or Letter of ermission) B
PERMIT DENIAL C
X APPROVED JUR]SDICT]ONAL DETERMINAT]ON D
PRELIMINARY JURISD]CTIONAL DETERMINATION E
4 H{,.. _-..F l 3Y - ~ ~ £ ': -'~e-r- F ~ a_v.~~sG~ 'mi-re L 'E'~* .~ 'T~#~~2 K~°i~-
unt~trattv~-appEa~~t~ ~
an adrr
bo~~;-
SFCTIG~'~ T-= The lullo«~mg tdent~fies your 37~hts anc~ optton~ 3egarcl~n~=
_
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~dect~ton ~ ~~tt~onalrnfonnatton;ma~r he fo>>n~.at~hfiP:1lu~ace aT-tii}~-mal/inetJfu~~cnslcv~~:cec moo'-re ~o
_
_ ,~. _ -
.._

- ~-
~ :~ ._ e
Cor s ze ulattons at 33 CI-R Part~~l =_~ _. - ._ _ ~ :: ~~~-`.`=~-€._:_~ ~-_3~a j~ - --_ ~ :~~~.
_ ~:#-
.._- -
A: INITIAL PROFFERED PERI\'DT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you tmay 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 woik 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 permitbe 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 objection's and may: (aj
modify the permit to address al] of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: ]f 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 Adminisvative 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 DEI`rIAL: 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 DETERNIINATION: 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: 1f 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 DETERMINAT]ON: 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.

_ .. _
_SELT]Q:I~r 77. _,REQLTEST..FQx~ ~l?I'E.~L ar OBJECTIONS.'FO .a~~ ITTITLaI I'ROF_EERFD PER`~'~~T.____...~ _
REASONS FOR APPEAL OR OBJECTIONS: (Describe yow reasons for appealing the decision or yow objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where yow 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. I~reither 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.
.. ..... _. ..
__ _. ..~ _ _. ~ _ 4 vF__
.POL~TT~F.CONT,9CT FOR._QL?ESTIQI~S~QR ~'FO7?'~'1~=] ION: ~ ~_..~ ~-:~ ~-~-~_-_ ~ ~ ~ - --
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Andrea Wade, Regulatory Specialist Mt. Arthw A1idd]eton, Administrative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Geor is 30303-8801
RIGHT OF ENTRY: Yow signatwe below grants the right of envy to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the cowse 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

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VICINITY MAP
GRAPHIC SCALE
o rm 1RlD
( IN FEEL' )
~ inch ~ 500 R
I'
-_= - .~
i
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.
SHEET 3 OF 3-
RECEIVED
~.Li~--1-.L;_ ~ h~.
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9 Z3-n'3
L32Z0
~y~ 1~"~ SECTION 4Q4 WETLANDS SURVEY FOR: Trr~y c'~~~ IF~~~ V
RAP. JJF.
°"~" ~°~" ARMY CORPS OF ENGINEERS 1 c ~'~u~'
T.,~H,>< a.sJ~E, LOUIS STEPHENS DRIVE 8 MORRISVILLE PARKWAY EXTENSIONS A '~erracan Company
s~ PRASE ~ ENGINEERING -SURVEYING -PLANNING
10F 3 cJtRY, wAl(E couNrr, NoarH cAROLRa 5146 GREEN'S DAIRY ROAD, RALEIGH ,N.C. 27616 (919) 8737111
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IE BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT'GPS Pb.B'
WITH flAO 83 STALE PLANE GRID COORDINATES OF
NoRTrIING: 75o,s7s.sf>anj FASnNG: z,at,1z2.4eolnj
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) S: 0.999907.59
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'GPS No.B' TO N.C.GS.'CHANDLER' IS
N 82' 33' 19' W 3,1107.12jR)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORpONiAI DISTANCES
VERTICAL DATl1M USED E NGW 28
NORTH CAROLINA ~ onlt ~*N y a1.4'A
WAKE COUNTY ~,J~aaF ,~~"+ .~ds wl:~t...clti
M1t rc.J~a1s~ pws.+ntif.
This certifies that this copy of this plat ~~1 d9Pielnihlr•
' lion 404 otthe Clean Waler
Acl In the areas Impacted Dy the present proposetl activity, es
determined by ti1e undersigned on this date. Other areas d
jurisdiction may be present on the wile but have not been
delineated. Unless there is a Grange in the law or our
published regulations, this determination of Section 404
jurisdiction may be relied upon for a period not to exceed five
years hom this date. This determination was made utilizing the
Tg87 Corps of Engineers Wetlands DelineationMa\nual.
rroe:'Ra ..~a'far c.S?is'r
Date: 12 h1 aJ z eo 3
lA1CE AID: ~ uo 3 a cq S'~
~' ~•.,_,V Submitted by
-.,
~l
'GP: Ned T11 ,
~ 750'~~ '~ URS CorporoNon -North Carollno
E=2011,1TcM0 i
P1EV- 35s.911~ `.. 1600 Perimeter Pork Drive
Morrlsvllle, North Carollno 27560
T'II~1Q.E 1919) 461-1100 FAX [phone]
COP'/AIQR 02000. IA6 COrpOiAT 10ri IPIC.
' ~ l I, JESSE J. PRICE, PROFESSIONAL LAND
SURVEYOR HEREBY CERTIFY THAT THIS
SECTION 404 WETLAND SURVEY AND
SUBSEOUENT,~IANS-WAS MADE UNDER MY
DIRECT SU~~,r~,^'IS jHAT R IS
CnRRECZ?'It~f3Cf$E~~ KNOWLEDGE.
~A
LUGA I IUN MAP

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~~
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V Q
Z
I
I
I
I
i
PROPOSED
-~ ROAD ~
LINE BEARING DiS7ANOE
L73 N61'13'E„'~w' 56.11'
l71 S53'x0'OB1V 3<.W'
vs S80'36x1w x3.49'
L7B NZ7"s132'E IE3T
Ln Nn•3ezz4 50.18
ve NBE•1>22'E x037
L78 N65vp'~64 2E.78
LBO So9't~4w 36.61'
LB1 525'0727'E 83.40
LB2 S20'3007w sEAb
LB3 N87'Sf+07'W SS.B6
LBI 567'It'x1w 15A4
LB5 N27'30'• yy 37.M
lBE N31'1x$2'E 93.50
LB7 N65.001N14 17.00
LBB 557'25474 SE2B'
LAB N67'7329'E 22.11'
~o saru•4e4 +63r
lA7 578'39184 5.9?
lA2 N7x'/pt04 23.88'
LA3 579'3E034 36,00'
L64 N89'1T174 39.38'
L% N73'18'1B4 56.49'
L% N3E'1872'E 71 ~'
lA7 N73'ST474 18.6E
L% N5f'33'SB4 51AB'
lAB 57x-OE'b44 18.7?
L100 N65'tt'D14 77A7
1101 N56'tESB'E 28.00'
L7o2 NBE•,r544 zEAE
1109 587'27134 76.OD'
L7a N79.33'714 eoAr
L1% N69.6E474 55.40'
L,ae N63'2B'%4 3E.ar
vN7 NpRTY11NG E.ti5T1NG PNT NORTHING EAS764G
727 7Ett5E.362' 7040777A660 170 750862.8337 2010710.BBP0
725 751 t/E.9B16 2010827.4327 777 7506x6.6+40 2010727A779
129 75,oee.e7e2 20108223462 1r 7500.12356E 2040711.3800
730 75tots.5743 201o793A7oo 773 7so763.n65 20x0636.8786
131 75D931.W21 201078E3346 n1 750GBS.8E7e 20105728107
,32 750610.5715 2010751.1902 775 750x003667 20102e1TTu
733 750696.9367 2010701 A066 m 750x06.x996 2010223.1553
731 75068D.Ip86 2040887.3916 178 750385.9202 20x01%3625
735 750E76.8015 20xW01A034 779 750376.750E 2010152.8531
73E 750735.751E 2010107.0385 160 750120,6123 2010170.0702
737 750783.7401 20x0425.0;M8 751 750135.7332 20102162127
73E 750830.6911 20x0158.7176 152 750x36.3559 2010255.5751
199 750871.890E 2010507A940 163 7b[M3BA183 2040287.4896
140 75086E.4707 20x059E2646 1M 750410.8505 20100562%1
1x1 750901.3823 2040548A170 165 750365.066E 20100673682
142 750817,7341 2040516A610 1% 760321.1582 2040075.1667
1x3 750970.7381 2010650.4212 187 75032EAx5E 2010019.0.575
tw 751006,685E 20108313610 186 750311.902E 2038975.8510
1x5 750970.1153 20104863769 786 750310.618E 2039866.2045
716 750882.856E 201W51A727 780 760120.7674 2010019.8869
1x7 7510x6.1217 20108353111 161 7503/82934 2038657.3115
148 75088E.7903 2010561.1721 762 750317A71B 2039805.1221
119 7b068B.95/1 20105712101 169 750918.9825 2039926.5105
150 750721.1782 201059/.2132 191 750283.0601 2038%1.1?73
151 750755.8828 2(1x0617.62!5 1% 750282,0181 2038866,0559
152 750n3.8B76 20108393790 1% 750268.2883 2039680.0760
153 750766.0886 20108x83253 797 750761.7911 2010025,4617
15x 750E76.9181 20108BpA460 1% 760786.7161 2040082,3233
76E 750&52,6115 20407123M7 7% 7603125249 20101182625
155 750803.5783 2010741,9966 200 75037FA648 2010130.6759
167 750850,7039 2040749.7268 207 76033431% 2040148.60%
755 751016.1148 1040717.7462 202 760364.9193 2040194M26
166 751071.988E 2010738A762 209 750380.6158 2010208.9506
180 751106.3001 2010749A966 201 750372.2843 20402352631
161 751127.6688 2040787A962 2% 7603B6.9W6 2010259.1116
782 751t67.07d/ 2010772.1661 20E 760368.1019 20402B1AB16
183 751756,7886 20407BOA789 207 750362 U% 20402%,1766
161 751122.1084 20/07B7A569 2% 750383.0428 20403672517
185 7511032852 2010763.7468 206 760383,0948 2040112.6698
t6E 7510712573 20x0746.0232 210 76D408.19M 2040144A630
167 751015.0356 2010725.4627
166 750819.8115 2040767.%71 '
166 750907A7M 20107e7A2t1 127 182 X169 1P6
"ie19 Y '
151
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SECTION 404 WETLAND AREA
106,4'18.82 SOFT. / 2.443 ACRES
SECTION 404 76o s~ 17M \
WETLAND AREA:
9,855.59 SOFT. ~.
0.226 ACRE ~
166
~ ~ .
161 lea
s ,62161 Si. 1618
lR~ 1„0 ,6e y 167 w
-•--- 7 ut165 "0167 166
6S®IFNe® M7ll~vO6 09ff
r` 730
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ire c
~ ,3~
~';,;69
f°~~'
tee
..
9 23 03 GRAPHIC SCALE
,66 6 ao ,a 1479 166
SECTION 404 WETLAND AREA (~ ~, )
4,501.52 S~.FT. / 0.103 ACRE
16Z 1 incL 100 !L
let l.Te L79 16'3
760 •i•---may'
,p - L73-." 76 STREAM 71s
176 7,74 M 7 I~b 771 208 L70E 270
179 776 ~ `NP 204 205 207 206 Subm%fed ~
~ ~ 203
200 2D7
URS Corporallon -North Cordlno
1600 Perlrneler Park [klve
-•-•--._-______` Marisvllla NortA Cardlna 27560
i••_~~•--"-"-'-'------------- TELERO.E 191D1 461-1100 iA7( 1919) 161-1118
~YR1OM `' 2%70Q l4><a T1Qy INO,
.~
an2am >• Tar SECTION 404 WETLANDS SURVEY fOR: T ~*~+ A ~T t~RY~ZiLLI//~%fiL(% V
k.AP. JJF. ,
°~~" `~~`~'" ARMY CORPS OF ENGINEERS j l lhl\ ~ ~I~
t6srnnla9
-rwa~u.7rE,na:suRrrt' LOUIS STEPHENS DRIVE & MORRISVILLE PARKWAY EXTENSIONS A Reffacon ompany
~' F'FiPSE ONE ENGINEERING • SURVEYING -PLANNING
3 OF 3 cARV, wAla: cAUNTr, NoF7}: cAkouNa 5246 GREEN'S DAIRY ROAD, RALEIGH ,N.C. 27616 (919) b732211

U.S. AR1~ZY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ]d. 200620573 County: V-'ake U.S.G.S. Quad: Cdr
NOTIF]CAT]ON OF JURISDICTIONAL DETERMIl~rATION
Property Owner/Agent: Town of Cary
Attn: Mike Babuin
Address: PO Box 8005
Cans, NC 27512
Telephone No.: 919-462-3931
Size and location of property (waterbody, road name/number, town, etc.) The property is located east of the
existing segment of Morrisville Park~~~av and extends toward Davis Drive. near Cary in Rake Counh~, NC
and is identified as Morrisville ParkH~aP £xlensiar, Phase 1.
indicate ~'~'hich of the Following Apply:
_ Based on preliminary information, there may be Wetlands and Streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are ~~l'etlands and Streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the Wetlands and Streams on your property delineated. Due to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
_ The Wetlands and Streams on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should
be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
X The Wetlands and Streams have been delineated and surve;~ed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on A~ay 4, 2006. 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
;ears from the date of this notification.
_ There are no waters of the U.S., to include v~~etlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
1`9anagement Act (CAMA). You should contact the Division of Coastal Management in
~~l'ashington, NC, at (252) 946-648] to determine their requirements.
Remarks:
Corps Regulatory Official: Monte Matthews ~"_~~~ ~./~[~--
Date 1.9av 4, 2006 Expiration Date Mav 4, 2011
Page l of 2

Action Id. 200620573
Placement of dredged or fill material within ~a-aters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 30l of the Clean ~~~ater Act (33 USC § ] 311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact ]\4onte )\7atthews at
919-876-8441 x30.
Basis For Determination• Areas on this cite exhibit ~yetland criteria as described in the 1987 Corps V1'etland
Delineation >\9anual and are adiacent to UT of Crabtree Creek. The nronerty also contains stream channels
that exhibit an Ordinary High ~'~'ater Mark as indicated by changes in soil character and absence or
terrestrial ~~e~etation and are hvdrolo~ically connected to Crabtree Creek in the Neuse River Basin.
Appeals ]nformation: (This information applies only to approved jurisdictional determinations as indicated
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. )\9ichael 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 4,
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 Official (Initial): ~~
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property coniains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination ]nformation Sheet" to the file copy of this form.
CF: URS
Attn: Ray Bode
] 600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560

-
A D PROCESS ~ _
.NOTIFICATION OF~~ .~D;\1]N]STIZATIVE_APPEAL uPTJOI~
~
,
y ~, ~ "?~` .its ~'
';~. ~ t [ ' -
~, ~ F
~REQtJEST FOR APPEAL ~ '~` ~~ ~ ~~ ~° `" .~=
,,
Applicant: Town of Cary File l~TUmber: 200620573 Date: May 4, 2006
Attn: Mike Babuin
Att ached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission
PROFFERED PERMIT (Standard Permit or Letter of ermission B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINAT]ON D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http•//www usace.army.mil/inet/functions/cw/cecwo/re;; or
Co s re ]ations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
' permit, including its terms and conditions, and approved jurisdictional detern~inations 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 I] of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section I] 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 I] 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 al] rights to appeal the approved JD.
• APPEAL: ]f 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 NRISDlCT10NAL 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 maybe 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 AN INITIAL PROFFERED PERMIT
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.)
ADDIT]ONAL 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. I~'either 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 UESTIONS OR INFORMATION;
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 F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 276]4 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 x30 60 Forsyth Street, Room 9M 1 S
Atlanta, Geor is 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 l 5 day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
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

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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS 6hSEG ON THE STATE PLANE COORDINATES ESTh6lISHED 8Y
GTHERS FOR MONUMENI'GPS No.B'
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING: 750,973.96x8) EhSTING: 2,041.12i.4BOjh)
THE AVERAGE COMBINEG GRID (ACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999907459
THE N.C. lAM6ERT GRID 6EhRING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'GPS No.B' TO N.C.G.S.'CHANDLER' G
N B1° 33' 19' W 3,007.1218)
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
NOTES:
t. 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
C)RIFNTATICIN PI IRPCIRFR
N.C.GS.'CHANDLER' i'~
N• 757.363586 ; ~....~.
Ca E=2,03E,U0.901 i ~_.
I EIEv=385.5318) ~---~-._.
I
'•/
~~
\'GPS No.B' TN
'` N= 750,8T3A80
E• 1.M7,112.IBD
`+ FJJ:V=353.31181
Jl I
1 N.C. GRID Z~
1 (NAD-83)
~~~ ~I
Ire
RECEIVED
FEB 0 ~ 2~6
RALE1GflREGULATGRY F1ELDOFFICE
1, JESSE J. PRICE, PROFESSIONAL LAND
SURVEYOR HEREBY CERTIFY THAT THIS
SECTION 404 WETLAND SURVEY AND
SUBSEQUENT PLANS WAS MADE UNDER MY
DIRECT SUPERVISION AND THAT IT IS
CORRECT TO,jHE; @F~ST OF MY KNOWLEDGE.
. ~.
:e
220 .~ •. ~ 2 7•oG
"- v•'•y~ c IE^.~' .~~(,,--YOR L-3220
,.F..I F a
NORTH CAROLINA
WAKE COUNTY
This certifies that this copy of this plat accurately depicts the
bountlary of the jurisdiction of Section 404 of the Clean Water
Ad as determined by the undersigned on this date. Unless
there is s change in the law or our published regulations, this
determination of Section 404 jurisdiction may be relied upon
for a period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers
Wetlands Delineation Manual.,~t~Af //I(~~
RegulatoryOfflcisl:/_1-~ /"~•~
Tide: a - J~.p a' .
Date: 2 c30 `
USACE Action ID: o~ ~ 2~.{!?
"J- -r-_~; -
1 ~~ I 11 I I j WETLANDS
r
~
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.
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SECTION 404
'
_
1 /' '- ---~
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/ WETLANDS
~
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-raE.~swa-
GRAPHIC SCALE
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( IN FEE'( )
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Subm11115d by
URS Corporation -North COrollno
1600 Perimeter Pork Drive
Alorrlsvllle, North Carolina 27560
TELEPHONE (919) aEl-tlp0 FAx (910) Eet-115
COGTRIGN7 ~ 2000, URS CORPORPTION, INC.
D, 27~ ,"°`~. SECTION 404 WETLANDS SURVEY FOR: -
~G.Kei `JJJ'ner ARMY CORPS OF ENGINEERS
ESP ASSOCIATES P.A.
fEXRA110N~
eT,Prm:oEix+EPlar,su+vEr MORRISVILLEPARKWAYEXTENSION engineering•auruey'ing•planning
s,er, PHASE ONE _ 961 Trinity Rood
OF 2 CARY,wANE000NTY,NORTHCAROLINP. = Raleigh, NC 27607 (918) 85E-&200

Coordino te ioble Coordino te 1
Pl horthin Etstln Pt
500 i573CJ.7210 20ac0Ef.0795 536 i
507 15133 i.JJ22 20<aDEE.6644 537 7
502 7573E a.EJ41 2DaaC77.5774 538 '
SOJ
' ,57360.E226
' 2DaaD5E.5354 SJ9 i
504 St 3Et.CS07 20aa171.t161 540
SOS 75737 1.2535 2Daa2+7.7893 541 '
506
507 751 )745477
75730E
2986 20aa315.28b4
20ea3t 5
3379 Coadina te 1

508 .
75t25D.6E96 .
20aa313.201J Pt
509 751''72x.6000 20ae225.7306 542 '
510 757205.2222 20xx352E904 543
511 75t15b.024J 20ax30J.2935 344
512 757770.7656 2Daa32f.E915 545 '
513 75777E.E705 20aa374.at22 546
574 75n 6C.7B97 2Daa350.0439 547
515 7511ES.t Ot6 20aaa02.E730 546
576 75721 i.E119 2Daaa0J.6B27 549 '
517 75t20E3029 20a<a2E.2724 550 '
S1B 757 279.7905 20aaa6 i.7E76 551
518 757272.4331 i0aa481.7446 552
`20 757204.7)59 20aa477.5685 553 757 JbJ.tbSJ 204x055.8911
527 75tt5E.520J 20aaa50.5355 554 751424.7766 20aa057.0011
522
' 75t20t.DE 21 2Da<570.6871 555 757445.7854 20aa0S5
3950
5
[3 751215.5789 2Daa57 E.20B9 556 75U70.3t B6 .
2044077.8030
524 757270.0266 20ax557.x924 557 75u92.6605 20x4066.6024
525 75121E.1720 2Daa5E2.t675 SSB 757502.3347 20aa0B1.D62S
`26 75tt7E.5506 20oa556.atBS 559 751545.D678 20saW2.6653
b27 7511 b1.7190 20a45E9.J295 560 751549.9720 204a0bE.D407
526 75t79E.5E5B 2Dx4553.7571 561 75756E 6970 204406) 6049
Coormn ote Table 562 75756x.3972 20447222571
Pt Nortnin EcstM 563
564 75157f.0990
751600
4244 2D4A 30.3750
204113

529
75757 7.Ja5E
20axt5E.5724
565 .
75163E.P791 4.4844
2041131
7667
`30 75t47ZE326 2Daa1ES.5731 566 75tE50.7795 .
20x4120
906)
531 751atE.6E7J 20aa20'_.9879 567 75tE25.2089 .
2044120
E700
`32 751M7.1773 20•<224.1547 568 751602.2648 .
20N121
9742
533 757 aE2.E092 20aa25a.5270 569 7515b2.263J .
2044174.9222
534 7575029702 2Daa 266.1749 570 75t5b2.3039 20aa090
9505
535 7St5aE.5E29 2Dax201.7485 571 7575Ei.E50J .
2041065.1898
N.C. GRID
(NAD-83)
~~~
LINE 6EFRING DISIFNCE LINE BEARING DISTANCE LINE BEARING DISTANCE
Lt N5a'06'Sa"E 53.29' L3B 579'79'52"w 45.57' L57 N04'75'0TW 36.66'
L2 554'x2'08"E 7b.9a' L39 Na32b'42"w 38.36' L5B Ntl'03'a5'E 21.73'
L3 576'0552"W x2.01' Lao NE5'S0'19"W 256.77 L59 S28'43'36'W 76.77
La 563'03'55"w 3x.07 lat N00'35'at"W 34.21' L60 NE2'17'O1'W 15.56'
L5 N65'43'05"W 20.22' Lag NOE'02'a6"E 27.66' L61 N07'18'40`W 19.14'
LE N32'17'06"W 3x.48' l43 N00'05'47`E 21.57' L62 523'04'17'E 31.06'
L7 N3a'20'aTW 41.86' la4 N02'20'Sa"W 26.95' L63 N00'07'STE 22.16'
L6 S53'09'41`E 37.83' L45 515'2576"W 21.21' L64 S35'24'38'W 16.45
L9 503'06'74"W 66.47 L46 S69'S7'03'E 23.97 L65 504'24'06'E 2x.90'
L10 5G7'3E'39"W 43.16' La7 N59'aT00'E 29.12' L66 N24'36't9'E 24.14'
ltt N6a't3'72'W 55.07' Lab 517'24'.4D"E 23.65' L67 503'72'S2'W 78.84'
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SECTION 40q WETLAND AREA
38,774 SO FT / OA1 ACRES
/ ~7? Submdied g'
SECTION 404 WETLAND AREA:
4,197 50 FT / 0.10 ACRES ~
~RFPNIc scFiE URS Corporot/on - NortA Carollno
50 ° ~ 60 100 1600 Ferlmeter Pork lklve
41FYISgry• L ~ ~ ~ ~ ~ MorrJsville, North Carollno 27560
I IN FEET) TELEPNONE (Dt9) 461-1100 FA% (919) 4611415
1 loch a 50 8. COFYgICHl ®4000, VAS CORPORATON, INC.
o1°.a7".o6 1'-~ioD' SECTION 404 WETLANDS SURVEY FOR:
~~` `~ p" ARMY CORPS OF ENGINEERS
~wl»t~. .ESP ASSOCIATES P.A.
"A'°~0F1MiEAT10N~"`~' MORRISVILLE PARKWAY EXTENSION - engineer-ing"au~'ueydng.planni'ng
alFCt
2 OF 2 PhIASE oNE = ss~ r~nuy Road
GARY, WAKE COUNTY. NORTH CAROLINA - Role{gh, NC 27609 (919) 858-&200

ENG FORl~~ 4345 -APPENDIX B
APPENDIX B: MITIGATION LETTER FROM NCEEP
Town of Cary Morrisville Parkway Extension Phases Ic, II, cec Ild Appendix B

11-21-'86 13;29 FROM-DENR EEP 9197152001 T-399 P02/02 U-978
-~! os stem
PROGRAM
November 21, 2006
Russ Overton
Town of Cary
PO Box 8005
Cary, NC 27512-8005
Project: Morrisville Parlrvcsay Extension, Phases Ic, II, and IIId
County: VVa1Ce
The purpose of this Ietter is to notify you that the Norih Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision dots 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 NC ElrP will be approved.
This acceptance is valid for six months from the date of this letter. 1S we have not received a copy of the fssued 40$
Permit/401 CertilScatSon within this time frame, this acceptance vrfU e~rpfre. It is the applicant's responsibility to send
copies of .the 404/401/CAMA permits to NC FEP. Once NC FEP receives a copy~of the 404 Permit andlor the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Bssin Wetlands Stresm Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 zone 2
Unit (Sq. Ft.) (Sq. Ft.)
lti Arian Non-Ri Arian Coastal Marsh Cold Cool Warm
Neusc 1.34 0.32 0 0 0 295 13,841 9,687
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The typo and amount of the
compensatory mitigation will be as specked in the Section 404 Permit and/or 401 Water Quality Certification, and/or
LAMA Permit. 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 hsve any questions or need additional information, please contact belly Williams at [phone].
Sincerely,
tlliam Crilmore, E
Director
cc: Cyndi Isaroly, Wetlands/4Q1 Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ- Raleigh
Charles Benton, agent (fax)
File ~~~
~
RP~StOYLK~... ~ ~ ... PYDt~~ DGf,.i' Std ~
~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net