20051360 Ver 3_More Info Received_20061228

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APPLICATION FOR DEPARTMENT OF THE ARMY PER¢IIIT. ~UU6 OMB APPROVAL NO. 0710-0003
(33 CFR 3?5/ WFr~+N~S,~,~,,, "~:r~;N;;,,,, _ Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per re~'~R~ ough the majorky of applications should require
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completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including auggestans for reducing this burden, to Department of Defense, Washington Headquarters Service Dirsctofate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Msnagement and Budget,
Paperwork Reduction Project 10710-0003-, Washington, DC 20603. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information 'rf it does not display a currently valid OMB control
number. Reese DO NOT RETURN your form to ekher of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorkies: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Msrine Protection ,Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Informatan provided on this form will ba used in evaluating the applicstion for a
permk. 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 permk
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.
1. APPLICATION N0. ~ 2. FIELD OFFICE CODE ~ 3. DATE RECEIVED ~ 4. DATE APPLICATION COMPLETED
~rTCenc Rc~ nw rn ac cu r rn Rv aver rrarvn
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (anapenrisnotre°uired!
Mr. Russ Overton, P.E. Mr. Charles. E. Benton
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
Town of Cary, Engineering Department URS 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
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
furnish, upon -equest, supplemental information in support of this permit application.
~~ 7
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (aeeirstrucri°nsr
Morrisville Parkway Extension -Phase Ic, II; and IIId
13. NAME OF WATERBODY. IF KNOWN /t~we,~i:alnW~ 114. PROJECT STREET ADDRESS pl sppGcebJe/
Hatchet Grove Tributary - Crabtree Creek
15. LOCATION OF PROJECT
Wake
NC
E~,Yt't~~`~T
RECEIVED
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rseeinsuucrkvul
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-OR)

18. Nature of Activity (Description or projeu, inuude aft features)
Road construction. See attachment labeled Block 18.
19. Project PUfpOSe (Describe the reason orpurpose of the projeG, see instructions)
The project purpose is to extend Morrisville Parkway and finish some of the missing gaps of
this roadway 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 (seeinstruaions)
See attachments labeled Block 22, and Table 1.
23. Is Any Portion of the Work Already Complete? Yes ._No __1~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 trom 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.
~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 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 falsities, 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, Tictitious or
fraudulent statements or entry, shall be fined not more than 510,000 or imprisoned not more than Tive years or both.

ENG FORM 4345 -BLOCK 18
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$.1 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
sweetgum and red maple, with loblolly pine present in lesser quantities. Tag alder (Alms
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 (Oxydendron arboreum). The forested wetlands contains predominantly loblolly pine,
sweetgum, and red maple, with slippery elm (Ulmus rubs) 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, II, & IIId Block 18: page 1 of 3

ENG FORM 4345 -BLOCK 18
therefore is a non 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 nigra). 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 may 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 Parkway Extension Phases Ic, II, & IIId Block 18: 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.
15.3 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.
15.4 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.
15.5 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 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
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.
15.6 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, & 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 ernbankment 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, & Illd Block 21: page 1 of I

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 Parkway Extension Phases Ic, II, & lild Block 22: page 1 of I

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ENG FORM 4345 -FIGURES
FIGURES
Town of Cary Morrisville Parkway Extension Phases Ic, II, & Iild Figures

Figure 7:
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
o zsa soo
~ Feet
Mwnwae,NC
TOWN Of CARP
Nx~rx Cnret~un
Sources: Wks County, NG', ESRI, Inc;
Town of Gary, NG, era URS Garp.

°~ .i , :. - ~ fir, . ~ , a.' +tk+ y `+~"'~ ., r ,
' Louis Stevens Dnve" ~r
f ~
f. ,x~
Wetland/Stream Impacts "`~ - ~' - i°`' .
Permanent Section 404 Wetland Impacts = 0.40 AC ~ .rs~r 'e ~ r5 _ ti p
Temporary Section 404 Wetland Impacts = 0.27 AC // ~, fiy ~, , P ~ u ~ _
Temporary Stream Impacts = 12.2 LF + e , ~ t'~'V ~ ~, ~~ys a t . ' r~
t 7 J'~
~` ~~^ '.wv..~ .rrT'~~ ?~ -:may 1 "Jt 1.
~ .~ "~ ~ +tr' ,~~ ~. ~ 12.2 LF ~.- ~;'~ l a i ~ J
t`. ~.. a .. r I - ice, M tar I bt fp(f'`r 1 k'~ a~ .
;` a ~-+s GT .1~ - ~II -'y 4" 4 't ~ 11~ ~ 1 Y,' ~: t -
~~
~, ~ A ~%' , „ ~ k~ omsville
Figure 2A:
Phase Ic: Bridge
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Jurisdictional
Wetland Boundary
Jurisdictional Stream
50' Riparian Buffer
Proposed Morrisville Parkway
Cen[edine
- Bridge
- Slope Stake Limits
Temporary Haul RoaO
Proposed Impacts to
Wetlands and Streams
® Permanent Section 404
Wetland Impact
® Temporary Section 404
Wetland Impact
Temporary Stream
Impact
N
A
0 50 100
~ Feet
Nla,bvae.NL
Town of Cnxv
Nna'r C~aoti.v~
Sources: Naka County. NC; ESRI. Inc:
Tewn o! Cary, NC; and NRS Cap.

IONAL WETLAND BOUNDARY
I RB
~ . .~ i. I
JIX2ISDICTIONAL STREAM CHANNEL
/ _ ITOP OF BANNI
fj_
m ~~ - - ~~ - - - j ~
+j _ /~ . . ~
TEMPORARY CONSTRUCTION EASENENT ~ ~ `_ \_ _ ~\ \~ _ ~ 5'UTIL. STRIP
.. ., ., .. ., ,. \ i[E v TCE T~
- - ' MH
it[ i[E-~- ` ` ,• ` itE -. _.._[,. EXISITNC IB'R
1CF
- ~_
~icE TEMPORARY HAUL ROAD wee ra \ -_ -_ _ ____ _ "
...........M .....~.... `
....... ...... 1[E ~.. \ . ~ .. m
-~___.~-i[E .-•---- FILL ~ \ j~,,~,,' } _
-ta -"--_._.-'-' . ' IEKISTINC
-....-- `.~ ~ RIPRAP AREA
5'UTIL. STRIP \ q ~i. I t' I ~-
......8 SIDEWALK HOODS Y
r I '.
m
AR ...•
. r
i1' LANE ~ SURVE7 -l- r j ~ . ..~ ~- ,~~ ,~ E'AI57iNG R'pR~AP
r _ -..... r ____
. r. ~~
_... r
MORRISVILLE PAREBAV -
......, r
I~°'0° ~ "'----- ~.."~ ~" B'DTIL. STRIP
TO CARPENTER-UPCHURLH R0. 12'LANE 88888» - ' - 5'SIDEwALK
11'LANE ~ - ~ FRl_-..--"'~~ -
' '~ wooDs
'~:'
.y~.e ' `, MN ':
. B'SIDEBALK ~"'18~. ~~ ://. '-~',.
- - B' UiIL. STRIP m - ~ '` "
_._.
i
-"-"""` '----------_ FILL /~` ~ BRIDGE APPROACH SLAB
` ~pPj
m .............~__._~_._,._ ~ .
,~/ ~~
+ / ~~o / ~ PRESTRESSED CONCRETE BRIDGE
Bo'RIPARIAN BUFFER ~ / ~ ~ ~ app` ~ /N
- - - - - - ~ - /~ - - f BENT AND URILLEO PIERS
. /F-//
/ /. BO'RIPARIaN BUFFER
- - r /- - - - ~. ,tea
NLB wLB
i~
SO OAVSS OR1VE
O
I
F
oe~
o=~r
:rg~
oW
~ i a ~ 7
e
' OL
i ~ E _ !
a o c
~a -_°~y~
n$ ag
u~
-~-
~ aoE7i
~ ~~~~
~~
W
m m W
I ~
~ U Z
U W J
L.~ N ~
Q
2
a
o.ru OCTOBER 2006
wur ~': C. O. CLEYA3
BtOfO n. 1 J. BARCp18
a~nsaNs
11823100
SCALE: I' = 60' w¢r w6
60 D 70 60 ~~ wL
5-
woods
r- B' SIDEWALK

I I I I ~ I I I I ~ I I I I ~ I I I I ~ I I I I ~ I I I I ~ I
129.00 119.50 130.00 130.50 131.00 I3I.50
f IIL fAtE (a END BEN7 1
5T A. 129.14.000 -L- AN A AN SPAN CC FIIL FACE a ENO BENT 2
GRADE POINT EL. 749.7/4 1'-0' MIN. ; ST A. 131.05.500 -L-
EARTH BERN E BEN7 I ( BEN1 2 ~ i'-0' NIN. CRADE POI N7 EL. 748.691
' EAR 7H BERM
FF%P. FI% '; FI% FIX '', FIX L.
I'-6' MI N: ~. Z'-O'CL,LSS II 2:1 SLOPE :'I'-6' NIN.
RIPRAP IIYP.I i0E OF SIOPE INORNAL TO CAP1 FILL
t 5TA.730.76.734-L- ~-
fllL~ IiTP.I EL 337.8•
lOE OF SLOPE EL319.900 ~ -
4'-O'COLUNN 17YP.1
STA. 129.49.610-1- i - r- EL. 334.3?
EL. 311.900 I lOP OF GRILLED PIER '' \\t '- - -'
j EL. 729.800 EL 331 3e EL. 330.2! -
HP11%57 STEEL PILES ITTP.1 L. 731.6! ------------~ '- ~ EL 730 7 NORNAL w. S.~ _ -------- -
___________________________ _____ ELL. _-= '
-_ -
' ---~---------- -- EL. 729.1 * - /-` E1. 334.1! GROUND LINE
EL. 371.0! ~ ~' :~_ %~ i L EL. }72.8!
EL. 330.1+
6'-O'DRILLEO PIER I7 TPA ~ EL. 728.0? ~ EL. 332.1?
~EL. 328.2f i0P OF ORIL L EO PIER
EL. 719.600 GRADE DATA -L-
GRADE DATA -L- ENO BENT I BENT I END BENT 2
BENT 2 P.L=sTA.ul.oo.oo
P.I.= ST A. 117.30.00 EL= 348.19'
EL.= 7so.65' SECTION THRU ~ SURVEY -L- vc ' 110'
vG = 480'
SECTIONS Ai BEN7$ Alm END BENTS ARE A7 RIGHi ANGLES -0.5279% 1.6979% _
-5.5000--~ -n
~-- i0
F Lnl~
PILES ARE NOT SxOwN IN PLAN vIEw FOR CLARITY
HORIZONTAL CURVE DATA •L-
P.1.= Si A. 130.81.95
Q= IS° 28'17.0'IL iI
L = 270.03'
i = 135.84'
R = 1.000.00'
HORIZONTAL CURVE DATA -LRT- (RIGHT EOPI
P.I.= STA. 130.0777
~ ' IS° 2B'17.0'lL it
L = 688.57'
7 = 346.39'
R = 2.550.00'
HYORAIA.IC DATA
DESIGN DISCHARGE = 600 CFS
FREQUENCY OF DESIGN FL000 = 50 1175.
OESI GN HIGH wA7ER ELEVATION = 333.21
DRAINAGE AREA = 1.76 SO. MI.
BASIC DISCHARGE 101001 = 770 CGS
BASI[ HIGH HATER ELEVATION
OVERiOPP ING FREOIIENCY = 773.48
: 500. YRS.
SCALE: I' = 31'
u 0 16 31

F
b ~ '^
boo;
L y ~ ;
T ~ b ~ w
~ Z tL V ~
O
~ ~ ~ ~ If
C
o ~ E i I
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o$
~~
b
~07~~
~~~~
~x
W
C7 Z
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CY
N m at5 G~
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~ V Q
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c? a Ln
L` N °~
Q U
2
a
am aroeER zoD6
arm C. o. cTCVAs
a[an n. 11BWCONB
REVISIONS
I 31077100 I

Figure 3A:
Phase II -Culvert
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Jurisdictional
Wetland Boundary
Jurisdictional Stream
50' Ripadan Buffer
Proposed Morrisville Parkway
Centedine
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 iW
nwrnwa., NC
Tower of Cnxv
Nr. e'rx C~xntiu•
Sources: Nkke Cow#y, NC; ESRI, Inc;
Tawn of Cary, NC; aM URS Corp.

CULVERT CONSTRUCTION SEDUENCE
1. CONSTRUCT 1EKPORARY CHANNEL MITH LINER
5' DEPTN
12'BASE PERMANENT
2:1 SLOPES I I I DRAINAGE EASEMENT
2. CONSTRUCT IMPERVIOUS DIKE JURISDICTIONAL STREAM
I CHANNEL (70P OF BANK/
3. CONSTRUCT CULVERT CHANGE WITNNIINER I I TEMPORARY GRAVEL AND RIP RAP
/. DIVERT MATER THROUGH CULVERT FILTER BASIN wITN SKIMMER
5. COMPLETE ROADRAY
I
IMPERVIOUS 1
1 DIKE ITYP.) CUSS I
RIP RAP TOC PflEFORMEp SCOUR HOLE
I N. ITYP.1 WITH LEVEL SPREADER APRON
JURISDICTIONAL WETLAND BOUNDANY I 'iCF 10 BE INSTALLED AFTER
BASIN IS REMOVED
FI
a po
._._
POE C ~
~ t - ISOLATED WETlANO BOUNDAR7 b ~ ~
.-'-
-.~ t~rv
z
-~i4 '' ~
iCE _ .~ ~~. Q ~ ~ y !
...___._..._...._ ._.~....- _ - y' ~. - c-
C - ia~~
_._._.____ --TO ASHMORE DRIVE - \ ( o ~ «+ B
ii"„'.," ~ fY v~~TEMPOflARY CONSTRUCTION EASEMENT ~ e E z f
.:.::. .
a o00
iai.aa ioi.O~ ?
........_._.._..w.~..... .....................~................_........... .m a
~. lEt.
i-............_............. ~ 1
- .~ ,
.:... -. -....y,....,f. ~ ~ ~ -
___..
NORRISVIILE PARKWAY ~ Y• -
vt
-- ~
KCCE55 ROKO
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_____. ~~ w..,y, _ _-
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_-
-'"
~ __
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- `
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r •.
-
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ne
.,
"- ` ' ~~~ ~'' SIDEWALK
,^4 . -
._. -
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-. _ _. - e.
,~ Fr[
~`
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TEE .: - ...., ~ .
-' ,.
i~ ~~~`
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•.,,
- \
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_- .
_ 5' UTIL STRIP ~ i
P w`e.l ~ Iq L4~ -~ ,
/ ~`' 1 1 1 i \ ~ .. ,y.~ = . - - - ~ \.. ''~ \ iCE TEES
50'ftIPAPIAN 1 1 u ~ -~ ~ - - -~i~\ I9 (qAq.~~ - M - m ~ W
/ BIYFEfl 1 yl ~ - f` U >
/ \ _ _ I~-`_ _ f( fill ~ t8 - ...T....... iaf. ~ _ Z
/ ae .. .. _ _ .. - - - _ _ z.... ~ _ Lt_ N CL
yy / \. 1 1 0 \ lCF - ~ TO DAV Q
/ v 5O'RIPARIAN BUFFER rie - - - - - ``~-_~~ - I$ DRIVE _~ ~
.-FEE
/ / N1 ~ ~ - - ~'0 _iCE `......_ ..~ _ .
_ R.w OCTOBER 2006
/ \ a iCE ' ••..~ ~ RPrl n~ C. 0. CL6:VAS
TEMPORARY GRAVEL ANO RIP flAP ~ SURVEY -LI- TEE _ uatD n. J. J. BARCOMB
FILLER BASIN wITN SKIMMER
1 ~1 JURISDICTIONAL wETlANO BOlWOANY
1 ~ AI aEV15g225
n an
1 PREFORMED SCOUR HOLE
wITN LEVEL SPREAOEP APRON
TO BE INSTALLED AFTER
BASIN IS REMOVED
z1
SCALf: 1': 60' J~8231O0
60 0 30 60 Ski wK
n~ ~

I
I
]a-r .
.k" 90•
79• 11'
10'-0'
SKEW TRIANGLE
WING FOOIING
FLOOR SLABS
CONST. JT.
FLOOR SLAB WING FOOIINO
DETAIL
CONNECTION OF WING f00TING AND FLOOR
SLAB WHEN SLAB IS THICKER THAN f00TING
~ o
oo~
u-rv
o
r Y C w
aw
° o a ~ p
o s
° oc 9
fr E i i
a o c e
oay~
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sus
~~~~
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s a
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= X m r
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_ r W
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u*t. OCi08ER 7006
ar m E. 14IVER6W
MOYO In J. J. BARCCNB
HEVISgN$
I wx7, x.r.9. I
12'-2~'/i
6•BEVEI
12'-0'
9 10'-5 9 '
p O
END ELEVATION NORMAL TO SKEW
I SiuNao I
CULVERT SECTION NORMAL TO ROADWAY
PART PLAN -ROOF SLAB PART PLAN - fL00R SLAB

Wetland/Stream Impacts 9 ~ ~ ~;r, ~2'- "~ ~ "
Permanent Isolated Wetland Impacts - 0.15 AC '~, .~ ~ ~~ _t rl~ ,_ ;~_
Temprary Isolated Wetland Impacts - 0.05 AC ~ ~ ~ •,. ~ •.. /I
'a y y o '7 L r , ~ "~
r, r
R Y~
' ~.ai`.,, r / .+~t.~ t,,- .~o~ - = 7. 5AC rl ~ ,I' v..
~ ;~ .~~^ r~' a~ '1w`'~ °'~ J.04 i°~C 1111 t'/
~'~ ilyf C! .! .t F'W'~ R _' ..
i ~ i' ~ y , yaM4aa'/~"'
' i
4°' _
~ ~ ~- .. - -
r ...,..y -`--- .r,~ -
3 .ter - ~ ~ ~~~ Morrisville Parkway
y ,~ , ;t* ;,i^ `# ~, r ~ ^ •~ ..mow r ~ _n-~
+~t'' fir. i ,'A~, ~~ ~ f ~"^ ~ '' I ~., ~ ~" ~q -
~,, t ~ iH f % xa. ~ N .Iii ~ ., ii.ii" :.. ~' Rall ,. ~•
~. S g~~'` A y1~ }t
° ~, +~"~; t... ~~ ~ ~ 'n1. `la~'•/ ~ r • ` NC 55 •~ n.} , r`. ~ ~` /C
~'u
q „ ~ t Carpenter-Upchurch Road i°.; ,, .^~
Wetland Delineation by URS on 12/6/2D05. ~ , , K .., ~~,,~` y,
USACE Junsdictional Determination on 5/4/2006. ID# 200620573 ~'; '~ ~~' r .
Y _ ~ _ _ ~ ~ I P. ..tlt
a
a '
..
'r
Figure 4A:
Phase Illd -
NC 55 Connector
Morrisville Parkway
Extension
Phases Ic, II and Illd
Town of Cary, NC
Legend
Jurisdictional
Wetland Boundary
Proposed Morrisville Parkway
Centerline
Slope Stake Limks
Proposed Impact
®Permanent Isolated
Wetland Impact
Temporary Isolated
Wetland Impact
N
A
50 100
*~~ Feet
V iw
.yk TOWN Of CARP
ii Novr Cnnoi.i~a
Sources. Wke CouKy. NC: ESRI, Inc:
Town o! Cary. NC; arb URS Cory.

1
1 '-------- a
1'I ''I 111 III ,I 11 _ _ __ - 1 .Y
V' ~ /~Y
TEMPOAARY ~~ a ;'~
CONSTRUCTION~i ~ ~
EASEUENtr17
~ „ ~~
__ . - I r 11~~____-_ ~ _ _ - ~ ~ " _
,
~~ _
,
~'
'. ' eoueioae:Iaxu wcnAro ~
`____
, 1---_
1 ' ~ ' '~"
'~' ~~~ I, ~~~ ~ ; ~~ ~ TEMPORARY CONSTAUCTION EASEMENT_ _ -'""
~~ ,
~ , ~ >, H c
,~ ,4 ,4 ~ g ~ E%ISTING GRPVEL ROPO _ ¢ ~
~, ,~i
$ n
II n Iii I' u°c '•
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.. r r.~,..~ r~..y ..~,I. ~ f1 >s o. U~o~
" ,~ ~
~ ~~~~ ~~ , iEMPOAAAY EASEMENRY CONSTRUCTION ~
, ,
>4
~ EASEMENTTION
~ 1. ~ ; 1 ... .. .r ... i6,., ~•F~~""'~ F1L: ~ 1¢ v°~'r 3 . `~ a ~--ia -
,
, •.•
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a..
' , ~ '~ CUi e' '` "' "' " "' ~ ...............................'- •• 5'Ui II. STAIP
~ 1 ALB ~ SURVEY -L I- ---~~''-='='_----__
-" ~ i0 NC NWY. 55 4 w ~~ - ~ 14'LANE _ - '- --
I~, _- - - f - - - - (~ 4'MON. ISlANO ~ 12'LANE - -
,mwo '~ _ _
.... _._~;r_._. ...... ....... .... .. ....... .... ... ...... ..._ ._. _._._.
4'MON. ISLAND I2'LANE~.~-'-~- ~ MDAAISVILLE PARKWAY ~~
_ - _ 8-
, ~~ 's'
d,
Iq•LpNE ~- - i0 IEWIS SiEVENS OAIVE -~
, ,'
~ iii , ', p _ rT
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, _______
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, x , ,
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, i ', ~ Pip ._____________________ ~
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_•• -' CU?- FILL ILL .~, FIL ...~ra ~`-. IDEWALI( __ __ _ m ~ LwJ W
cll}•-••••• -__ra CUi % • ~ia ~- FILL - Z ~
-i¢ ~ra is ~r 4 Y ~ 5'Ui IL. STR IP ~ ~ Z
TEMPORAAY ~ N U Q
CONSTRUCTION J
TEMPORARY CONSTRUCTION EASEMENT LL = ~ CL
EASEMENT
r ~ v
a , a z
a
~~ ( ~TEMPORAAY axru O[TOBEN 2006
CONSTRUCTION nrlm C CASTIEBFART
p EASEMENT
OWOW-ro J..LBWCOYB
~ NEhSbN$
1w1. Wi[
M
I\ ~ tl SCLLE: I' = 60'
\ i I 60 0 SO 60 gy'p'
, n u , OIOtN00
vttr wn
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5•

ROAD SED STATION 103+50
PA P
A :
A
ro DENOTES
WETLAND
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~x A rne:ss .nv '~ U p U
cu„ i~ ss .. = W H
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~n _______ ________ ________ _______ ~sz V
_ ________ ________ _ 'x
A _______ ________ ________ ________ ~ N O t~/1
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am WY 2006
im iro .w w -w +o w w -w w n io . .e ro n a w w ,o n n iw .w iro our m [. GSiLfBEeRY
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S-

ENG FORM 4345 -TABLES
TABLES
Town of Cary Morrisville Parkway Extension Phases Ic, II, & Illd Tables: page 1 of 2

ENG FORM 4345 -TABLES
TABLE Z. SUMMARY OF WETLAND AND STREAM IMPACTS
Pro~ect Se neat
Phase Ic Phase II Phase IIid

Bride
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 inearfeet 12.2 32.1 - 44.3
TABLE 2. SUMMARY OF RIPARIAN BUFFER IMPACTS
_ Pro'ect Se ment _
Phase Ic Phase lI Phasc IIId

Bride
Culvert NC 55
Connector
Total
P
t I
t
ft Section 404Wetlands 814 2,379 N/A 3,193
Z
1 ermanen
mpac
.)
s (sq. U lands 1,102 9,985 NSA 11,087
one T
I
t
ft Section 404 Wetlands 4,553 285 NSA 4,838
emporary
mpac
s (sq.
.) U lands 0 2,754 N~/~ 2,754
Perm
n
t I
t
ft Section 404 Wetlands 224 1,534 NSA 1,758
Z
2 a
en
mpac
s (sq.
.) U lands 2,878 5,053 NSA 7,931
one Tem
orar
I
)
t
ft Section 404 Wetlands 2,828 1,273 NSA 4,101
p
y
mpac
s (sq.
. U lands 48 1,708 NSA 1,756
TABLE 3. SUMMARY OF FILL MATERIALS WITHIN JURISDICTIONAL WATERS
Pro~ect Se ent
Phase Ic Phase II Phase Illd

Fill Material
Bride
Culvert NC 55
Connector
Total
Gravel/Soil Road Embankment cubic ards 6,000 7,500 1,500 15,000
Class I 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 Morrisville Parkway Extension Phases Ic, II, & Iild Tables: page 2 of 2

ENG FORM 4345 -APPENDIX A
APPENDIX A: USACE JURISDICTIONAL DETERMINATIONS
Town of Cary Morrisville Parkway Extension Phases Ic, II, & IIId Appendix A

U.S. AR.1~71' CORPS OF ENGINEERS
- WILMINGTON DISTRICT
Action Id. 200620573 County: \~1'ake U.S.G.S. Quad: C_ ar'
N OTIFI CAT] ON OF JURISDICTIONAL DETER]~'DNATION
Property Owner/Agent: Town of Carv
Attn: )\7ike Babuin
Address: PO Box 8005
Cary, 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
eai~tinQ ceQment of Morriwille Parkwav and extends toward Davis Drive, near Cary in Wake County. NC
and is identified as 111orriwille Parkwav Extension, Phase 1.
Indicate ~'1'hich of the Follovt~ing AUpIV:
_ Based on preliminary information, there maybe 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 deternvnation 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 § ] 344). 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
notificatioi%
_ 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 «'et]ands 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 swvey should
be reviewed and verified by the Corps. Once verified, this survey will provide an accwate depiction of al]
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or ow
published regulations, may be relied upon for a period not to exceed five years.
X The Vetlands 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 may be relied upon for a period not to exceed five
yeazs from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above descrbed property which aze 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 (CAMA). You should contact the Division of Coastal Management in
V~Tashington, NC, at [phone] to deten~nine their requirements.
Remarks: ~~
Cores Regulatory Official: Monte Matthews __T
Date May 4.2006 Expiration Date Mav 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 30l of the Clean V~'ater Act (33 USC § 13l 1). If you have any
questions regarding this determination and~or the Corps regulatory program, please contact 1\9onte )\9atthews at
919-876-844] x30.
Basis For Determination• Areas on thi< cite exhibit ~~~etland criteria as described in the 7987 Corps R'etland
Delineation 1\7anual and are adjacent to UT of Crabtree Creek. The properh~ also contains stream channels
that exhibit an Ordinary Ai~h V1'ater ~9ark a~ indicated by changes in soil character and absence or
terrestrial veeetation and are hvdrolo~ically 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 administrative appeal under Corps regulations at 33 CFR part 331.
Enclosed you will find a I~'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:
1\~. A4ichae] 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 30303-880]
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
corespondence.**
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 "I~'otification 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
] 600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560

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NO'TIF]CAT]ON OF ~DT7II~~]STR~TIVE 4PPFAZ GPTIOI~S AND PROCESS AI~~D ~ r~~."~ ~~ ~~°~-
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Applicant: Town of Cary File Number: 200620573 Date: May 4, 2006
Attn: Mike Babuin
At tached 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 JURISD]CTlONAL DETERMINATION D
PRELIMINARY JUR]SDICTIONAL DETERMINATION E
:.. ~ ..
SECTION I -The following identif es. your rights and options"regarding an administrative appeaTof the above `°
decision. Additional informatton-may be found'at http~//~a~wv.usace:.armv.mil%inet/functions/cw/cecwo/reg or
.:- , .
Co .s e )ations at 33 CFRyPart 331 ~; . , ` .
A: 1TilT1AL 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'yow work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its eniirety, and waive al] 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 yow right to appeal
the permit in the futwe. Upon receipt of your letter, 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 yow objections, the district engineer
will send you a proffered permit for yow 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 ;=ow work is authorized. Your signatwe
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 io 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 D 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 DETERMINAT]ON: 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: ]f you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section D 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 JURISD]CTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you ~~~ish, 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 AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Descr7be yow 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.)
ADD]T]ONAL 17~'FORMATION: 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 lTEST]ONS' OR INFORIyIATION° ` '~ ~ '' `~"
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 9M15
Atlanta, Geor is 30303-8801
R]GHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
Date: Telephone number:
Signature of appellant or agent.
DNISION EI\'GIl~'EER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9MI5
Atlanta, Georgia 30303-3490

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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS EASED ON THE S1ATE PLfJJE COORDINATES ESTABLISHED BY
07HERS FOR MONUMENT'IN 100'
WITH NAD 83 STATE PLANE GRIG COORDINATES OF
NORTHING 751,265.7021A) FASTING: 2,037,7992951ft)
7HE AVERAGE COfd61NED GRID FACTOR USED ON THIS PROJECT
(GROUND 10 GRID) IS: 0.99990]459
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORRONTAL GROUND DISTANCE FROM
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ALL LINEAR DIMENSIONS ARE LOCALIZED HORQONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
NOTES:
1. THE DEPICTED WETLANDS WERE FIELD SURVEYED
BY THIS OFFICE USING CONVEN710NAL 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.
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SEP 2. ~~ 2006
RALEIGH REGULATORY FIELD OFFICE
I, JESSE J. PRICE, PROFESSIONAL LAND
SURVEYOR HEREBY CERTIFY THAT THIS
SECTION 404 WETLAND SURVEY AND
SUBSEQUENT PLANS WAS MADE UNDER MY
DIRECT SUPERVI~~nI AND THAT IT IS
CORRECT 7r?'~'F~C~4.~~,rQF_ MY KNOWLEDGE.
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N.C. PROFS A UNAL.S-f1RVEYOR L-8220
~~..,.
NORTH CAROLINA
WAKE COUNTY
This certifies that this copy of this plat accurately depicts the
boundary of the jurisdiction of Section 404 of the Clean Water
Act as determined by the undersigned on this date. Unless
there is a change in the law a our published regulations, this
determination of Section 404 jurisdiction may be relied upon
for a period not to exceed fivE years from this dale. Thf6
tleterminatan was made utilizing the 1987 Corps of Engineen;
Wetlands Delineation Manual.
Regulatory Official:
Title S
Dater ' G - 0 4
USACE Action ID: zOo(2o.1-7~
GRAPHIC SCALE
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( W FEET )
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Submllled 01'
URS Corporation - NortA Corollna
1600 Perimeter Fork Orlve
Morrlsvllle, North Corollno 27560
TELEPHONE (01C) 461-(100 FAx (910) {61-1415
COPTRIGNY ®y000, VR: COfiPOriPmON, wC.
e• ~EOr , ~ SECTION 4D4 WETLANDS SURVEY fOR:
~~K, `~ P"' ARMY CORPS OF ENGINEERS
.ar:<~r,K~. ESP ASSOCIATES, P.A.
izT1A11D=DE11"~Yp"~Y MORRISVILLEFARKWAYEXTENSION engineering•surueying.planning
s~E, F1iASE ONE
1 OF 2 = ss1 rri~niry Road
GARY, WAI(E COUNTY, NORTH CAROLINA. c Raleigh, NC 29609 [phone]
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Submltied by
uR5 Corpaorron - Na7n Coraino
1600 Perlmerer Park Drive
Morrisville, North Cara/no 27560
TELEPHONE (ptp) ~Et-ttpp FA% (ptG) ~Et-tats
COP7RIGNT Q Y000. URS CORPORATION, RiC.
SECTION 404 WETLANDS SURVEY FORS ESP ASSOCIATES P.A.
ARMY CORPS OF ENGINEERS
f
MORRISVILLE PARKWAY EXTENSION engineering•au.TVeying•punning
PHASE ONE - 961 Trinity F[oad
CARY,WkKE000NIY,NORTHClJtGIINR = Raleigh, NC 29607 (915) b5b-5L=00

U.S. ARA'!Y CORPS OF ENGII~'EERS .
1'1'ilmington District ~ ail,
Action ID: 200320957 County: Wake
NOTIFICATION OF Jt1R]SDICTI01\'AL DETER)\'iIl\'ATION
Property
Authorized
Owner Town of Cary Agent URS. Group, Inc.
Attn: Russ Overton, P.E. ~ ~ ~ ~ Attn: Ray Bode
Address P.O. Box 8005 ~ ~ Address l 600 Perimeter Park Drive
Cary, NC 27512 Morrisville; NC 27560
Telephone 1\'umber 919-469-4030 Telephone Number 919-461-1100
Size and Location of Property (waterbody. Hi~h~~~ay 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 in the Netrse River Basin.
Indicate 1t1'hich of the Follovvin~ Apply:
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 workload, 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 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
of this notification.
Placem t of dredged or fill material in ~i~et)ands on this property ~i~ithout a Department of the
Army P rmit is in most cases a violation of Section 301 of the Clean 1'~'ater 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 11'ade at telephone number (919) 876 - 8441 extension 31.
Project Manager Signature ~ ~ c--,~c-~--
Date November ]2, 2003 Expiration Date November 12, 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORA91\7UST BE ATTACI3ED TO THE FILE COPY OF THIS FORM.

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Applicant: Town of Cary File 1\'umber: 200320957 Date:Nov 12, 2003
Attached is: See Section below
INITIAL PROFFERED PERA~IT (Standard Permit or Letter of ermission) A
PROFFERED PERMIT (Standard Permit or Letter of ermission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELA~DTIARY JURISD]CT]ONAL DETERM~'ATION ~ E
ons recardtna an ac]Ir~~T3t~t~~~tt~~e-
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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 acceprthe 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: (aj
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. ]f you received a Letter of Permission (LOP), you may accept the LOP and yo=u work is authorized. Your
c_ignature 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 DEI\~lAL: 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 JURISDICT]ONAL DETERlvIINAT]ON: 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 ]D.
• 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 JURISD]CT]ONAL DETERA~AT]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.

_.. _ ~ r
SELT~ON II _1~ L?LST'FOR` F~PPE.aL or L~BJECTIOI~S:TO ,~N II~~Ti'i~iLFROFF_ERED~' RIB
REASONS FOR APPEAL OR OBJECTION'S: (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 adminisvative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the adminisvative 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 adminisvative 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 adminisvative record.

~.
___ _ ._ - - --- - _ .T~ ~ ..
~'07~'T OT CONT.9 CT ]~QR QL~F'STI O}'~ S OR~J,~TFOR?~~TJ OIL ._ ~~~ ~E s_~~~~ ~~ - --
w_._, _ ~ _
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 Mr. Arthur Middleton, Adminisvative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
6508 Fa11s of the Neuse Road, Suite ]20 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: Your signature below grants the right of envy 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 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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NOTES: '
1. THE DEPICTED WETLANDS WERE FIELD SURVEYED
BY THIS OFFICE USING CONVENTIONAL SURVEY
METHODS.
2.7HE 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.
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1 NOT TO t7G1lF
LOCATION MAP
~.a_,___~1__
~ PROPOSED j
ROAD i I SECTION 401
WETLANDS
~ I SHEET 3 OF 3 SECT10N404
` RECEIVED ~W~`"'"°S
~~ ...__. STREAM
.Erg. -__---~OCT-0~1-21103___-- ---- -----_..__---
~~ra
r^ rm er av r7E7 n nPP re
~~ 1• ~ SECTION 404 WETLANDS SURVEY FOR:
RAP. JJP.
~'~" ~`°~" ARMY CORPS OF ENGINEERS
wErw7~#oE.s~4Pm+txsNEV LOUIS STEPHENS DRIVE 8 MORRISVILLE PARKWAY EXTENSION;
seT PHASEI~E
1 OF 3 GARY, WAKE COUNTY,1401tTH u.RtxRu
DATUM DESCRIPTION
THE LOCALZED COORDINATE SYSTEM DEVELOPED FOR PHIS PROJECT
ti EASED ON THE 51A1E PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONIIMENi'GPS NaB'
WITH NAD 83 STA1T: PUWE GRID COORDINATES OF
NORTHING: 750,973.960111) EASTMIG: 2,041,112.160(8)
THE AVERAGE COMBINED GRID FACTOR USED ON PHIS PROJECT
(GROUND TO GRID) I5: 0.999907159
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'GPS No.6' TO N.C.G.S.'CHANDLE3t' 6
N 62' 33 19' W 3,007.11(8)
ALL UNEAR DIMENSIONS ARE LOCALIZED HORL'_ONTAL DISTANCES
VERTICAL DATUM USED S NGVD 1B
unoTU reoni u7e ....#:C.u v ra7.lse>.
WAKE COUNTY h17y1°sei ,dswµ ...as~.,ie~t..ds
R1 rc.~.rai~ p+.+sunt*+
This certifies tt7at this copy of this plat tscevraleq iaEielelhe-
. lion a04 of the Clean Water
Act in the areas impacted Dy the presets proposed ad3vNy, as
determined by V7e undersigned on tl7fs dale. Other areas d
jurisdiction may be presets on the site but have rat been
delineated. Unless there is a change in the law or otx
published regulations, this delem7ir781ion oT Section 104
jurisdiction may be relied upon for a period rat to exceed five
years from this date. This deternir7ation was rt7ade utilfzir7p the
1887 Corps of Engir7eers Wetlands Delir7eationMa\nu91.
Name:~r~- w ~~-
Tttle: l~,a ~~ T.~iS~
Date: t 2 plea z o0 3
LAKE AID: ~ o0 3 a o151
^•.,,V ~ Subm/tted by
,.~
i
'GP: NaS111 ~,
r~ TsoFT3.seo 1
E=107L772110 URS Corpordtlan - NortA CoraJlno
El#Y363.341p ~ , I600 PerllrlE7er Park !Xlve
MorrlsYiUe. North Cardlno 27560
TF1.EYlCPE 19197 461-1700 FA7I Ia7G7 461-1416
1 co7~,Fio~r C zooo. ua arraa.T Tory 7NG
I, JESSE J. PRICE, PROFESSIONAL LAND
SURVEYOR HEREBY CERTIFY THAT THIS
SECTION a0e WETLAND SURVEY AND
SUBSEQUENTP•IANS WAS MADE UNDER MY
DIRECT SU IS, SHAT IT IS
CORREC ~h KNOYVLEDGE.
~23-r'3
N.C.
Trr~v
OR L3220
~~~~
A l~erracon Company
ENGINEERING -SURVEYING -PLANNING
540 GREENS DAIRY ROAD, RALEIGH ,N.C. 27816 (919) 8731211 J
.,
SHEET 2 OF 3

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to
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- ~ 160 ,r'
l.w +.,:
% 148•' 114 ~. ~ 199
1]1 111
SECTION 404 WETLAND AREA
106,416.62 SOFT. / 2.443 ACRES
,92
' - - GRAPHIC SCALE
,66 6 66 ,66 eo6 .oo
SECTION 404 WETLAND AREA (~ Fes, ~
4,501.52 SOFT. 10.103 ACRE
1 incII ~ 100 fl
161 L7e1°2ue 1e18
P'+T NOR711111G FISTING
,27 7s„SE.362' 2owrn Aeeo vNT NOfiT711NG FASTING
no T8086i.933T 2010710.891tp
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12f 75108f.E7&' 20,p822A162 172 750832358E 2010'171
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193 75031E.9928 203992e
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1a 780283,0801 2030961
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1% 7802E2.otet 2D38986A660
152 750n3.8916 2010839,5760 198 78028E2BB3 203BBBOA76p
153 7507BF.088F 2010618.•i269
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1
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203 750380.6469 201020DA696
180 7bt106.304 2010740,1,1% 201 7503722W9 20402351994
161 781722.8886 2010767,6902 20S 7503%,0616 20W2be.11H
182 761187.076, 240771.4661 211E 760369,1019 2402&Aa0
189 78116E.788E 20107e0A190 207 760362.11% 20102%
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1600 Perimeter Park Drive
MorrlavllJel North Cardlno 27560
TE1FA10nE 19191 161-1100 FA71 19191 461-1118
OOPYR I (}IT Q '000. leE CdTOFAT I ON. INO.
,~
oF23:os 1•• 1av SECTION 404 WEl1NJDS SURVEY fOR: T~ ~ ~T C f~/~f/__ Z~ V ~%I~Z~~!/
`~~" ARMY CORPS OF ENGINEERS ,j jjjy G iriQ/j ~ .
T~~*~+~' LOUIE STEPHENS DRIVE € MORRISVILLE PARKWAY EXTENSIONS A effaCOn Company
~' PHASE ONE ENGINEERING -SURVEYING -PLANNING
3 OF 3 GFtY, wAl~ coulrlY, No~Tr+c~Rall9lA 5240 GREEN': DAIRY ROAD, RALEIGH ,N.C. 27616 (919) 8732211
uNE sEnniNG ois7nNCe
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la7 N65'OD00'E 1JA0
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,H

U.S. AR]vIY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ]d. 200620573 County: s't'ake U.S.G.S. Quad: C r
NOTIFI CAT] ON OF JURI SDI CTl Ol~'AL DETERMINATION
Property Owner/Agent: Town of Cary
Attn: )\9ike Babuin
Address: PO Box 8005
Can', NC 27512
Telephone No.: 9 ] 9-462-3931
Size and location of property (waterbody, road name/number, town, etc.) The property is located east of the
existing segment of Morrisville Parkway and extends toward Davis Drive. near Carv in ~~'ake Counh~, NC
and is identified as A~orrisnil/e ParkN~ahExrension, Phase 1.
Indicate ~'~'hich of the Follovt~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 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 VI'et]ands and Streams have been delineated and surve;~ed 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 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 wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC ] 344). 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
)\9anagement Act (CAMA). You should contact the Division of Coastal Management in
R'ashington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: Monte Matthews~,~ ~.lyl~
Date )\9av 4, 2006 Expiration Date Mav 4, 2011
Page 1 of 2

Action Id. 200620573
Placement of dredged or fill material within ~~~aters of the US and/or ~~etlands without a Department of the Army
permit may constitute a violation of Section 30] of the Clean \~~ater Act (33 USC § l3l 1). If you have any
questions regarding this determination and/or the Corps regulatory program; please contact 1\4onte 1\9atthe~vs at
919-876-844] x30.
Basis For Determination• Areas on this site exhibit ~+~etland criteria as described in the 1987 Corps ~'~'etland
Delineation Manual and are ad'lacent to UT of Crabtree Creek. The property also contains stream channels
that exhibit an Ordinary High V1'ater Mark as indicated by changes in soil character and absence or
terrestrial ~~e~etation and are h~~drolo~ical)v connected to Crabtree Creek in the Neuse River Basin.
Appeals lnforn~ation: (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. Michael 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 30303-880]
]n 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 ] .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.
**]t 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 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

I ~NS A ~ D PROCE
NOTIFICATION OF A]~NII;\15TRATIti'E ~r'PEAL OPT SS; ~~ r
,
REQUEST FOR APPEAL ;~ ~
- -
`
~
-... ..,
.. ~
t
Applicant: Town of Cary File Number: 200620573 Date: May 4, 2006
Attn: Mike Babuin
At tached 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 JUR]SD]CTIONAL DETERMINATION D
PRELIMINARY JUR]SDICTIONAL DETERMINATION E
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information maybe found at http•//www.usace.army.mi]/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 al] 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 al] of your concerns, (b) modify the permit to address some of ~~our 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 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 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 JURISD]CTIONAL DETERMII~TATION: 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 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.

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 ~~~ish, 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.
SECT]ON II - RE UEST FOR APPEAL or OBJECTIQNS TO AN I1~IITLAL 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.)
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.
PO1NT OF CONTACT FOR UESTIONS OR INFORIvIATIOT~i
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 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 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 ] 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

p« ~~
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ch a
MpRkISVILLr~ p
p~FP~^,TER R0.
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS. EhSEG ON THE STATE PLANE COORDINATE: ESIAELISHED BY
OTHERS FOR MONUMENT'GPS No.B'
WITH NAD 83 STATE PLANE GRID COORDINhTES OF
NORTHING 750,973.91>Dlfl) FASTING: 2,U41,72i.4B01f1)
THE AVERhGE COMBINED GRID FAC10R USED ON THIS PROJECT
(GROUND TO GRID) IS: B.9999DT459
THE N.C. LAMBERT GRID BEhRING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
'CPS f1o.8' TO N.C.G.S.'CHANDLER' IS
N 82' 33' 19' W 3,DD7.12ja)
All LINEhR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 29
RECENE~
FEB0t2~
RpLEIGHTLEGULt''I'ORTF(ELD OFFICE
~ \
A fFOfoseo
K Q
t MGF R15VILLE p
N 2 fiRKW~Y H

0
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n
1
~
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ny
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Not to scatE
VICINITY MAP
I I-' 1 I N.C.G,S.•CH4NDLEfC
I I ~ Ik 157.363.586
i i C>,E=2,03E,t409M
~ i I) ELEV= 389.5318)
t I I I
I )
i i _-
•~" - )__=+ 1 N=750.913.980
. lt~~::''~.r1 I I-"-', -~+ ~1 ELEV:353341a1
NOTES:
t. THE DEPICTED WETLANDS WERE FIELD SURVEYED
EY THIS OFFICE USING CONVENTIONAL SURVEY
METHODS.
2. THE PURPOSE OF THIS SURVEY IS TO DEPICT
SECTION 404 JURISDICTION WETLANDS ONLY.
60UNDARY 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 SUPERVISION AND THAT IT IS
' ~ . CORRECT TO lj(iC 13~ST OF MY KNOWLEDGE.
1 Y
h~ I / 22D i /L Z 7.OG
~~ ..
\~`- F~~ ~ c~ ~~~^ ~YOR L-3220
N.C. PRO •. $9iOtflP-C
~- I ,.
•. , ~ r..:.1 ~ ~ I r
- -: •..I_., .`' JI '1 N.C. GRID
"' ~i / 1,,~1~ 1 ~ I NORTH CAROLINA
:~ ~- ~ '~. ,~ ~~ ~ I WAKE COUNTY
'+ `` s.. ~ ~' `r' /l. c ` ~ I This certiflet: that this w of this tat accuratel de Icts the
! ~•, •'~~. i ,''~' ji •. '~Y /~Im+1 ~ ! boundary of the jurisdiction of Section 404 of the Clean Water
~ •--__ti' •.,1.' !'.I`~~1 <•., ~ ~ ~, - - I Act as tletermined by the undersigned on this date. Unless
!`. _ I r'•~,•[~•,.,, ~ \ .Y I ~ ~ 1~ ,, there is a change in the law or our published regulations, this
F~ } ~-~' ++ ~`•~ .~'•" ~ ~f ~+ ! determination of Section 404 jurisdiction may be relietl upon
~r - - , ---~_;r, '•ti = ~~ ~ j~ „~ .. for a period not to exceed five years from this date. This
''.'; ~4;;~ ~' `~ ) •''•~! ( i ~,^xl~" `~"`- determination was made utilizing the 1987 Corps of Engineers
I''.. Wetlands Delineation Manuel.
II~~-~~~~*.i%~ ~,~~~~ ~Fil1~\-`__~ RegulatoryOff~cial:/" Iris /"~•f7 `---
(: ,ir :'ter' •"~/'~`~ ~~ ~ '1 i ~ Title:,~_~~•F ~ .
\,
F,: ~._~.~.. ~7,~ ; ;~StiEETL ~ ~_ ~ j Date: Z aD C
i,_J_ ~ I I ~_ I ~ SECTION r~ I i USACE Action ID:~ C Ze.~~
rl-~---~ ~ ~ WETLANDS J i
Ii,; !~ ~h i I ~ STR~A,M~~, I ; ~ ~ GRAPHIC SCALE
i i j F----- ~ -r i -- j-- ~ ~ ~.-I
i i I '~~
--~: ' "--_i I . I I ~ (IN FEET )
I 1 inch 500 ft.
SECTION 404 I Submltfed d1'
~-! ! ,'---~ J 'WETLANDS I
i~ I L_I I
L~J i I I I I
i ,I I--- i I I -
.. ..' ~`-' ~.._ I-__Il- __.._.- I _._ URS CorporOflan NOrtn Cord/nd
DAMS DRIVE } - 1600 Perimeter Pork Drive
Morrlsvllle, North Carollrl0 27560
~vtyue TELEPHONE [phone] FAX (91D) set-175
COF/'RIGNT ~' X000, LIRS CORPpR/~TION, INC.
ATE `-"" SECTION 404 WETLANDS SURVEY FOR:
o7.fT•ab r=sar -
~~K°T L; °e1T ARMY CORPS OF ENGINEERS
ESP ASSOCIATES P.A.
145CF/IIOq~
1;~wsoEtRrEeTnr+swvET MORRISVILLE PARKWAY EXTENSION - enginelrring•avrueying•plan~rting
t+eEt PHASE ONE 96f Trinity Road
OF 2 CARY, wAKE COUNTY. NCIRTH CANOl9u. = Raleigh, Nc 27607 (8f8) 85E-8200

Coordinate icble Coordinate Table
Pl NorthinC Ec~tin Pt Northin Eoetin
500 i5t 363.7 X70 iG«OES.G195 `36 737454.7E7E 20x4055.1461
507 15133 1.3,.22 2Gaa0EE.6644 SJ7 751497.5430 20aa060.8617
502 7613E 4.E341 2GaaD77.5774 538 7S15E3.9116 2Gaa06a.4607
503 i67360.E22E 20ea05E.5354 539 75147E.E937 2Gaa005.E087
SDa~ 'S0E7.CS07 'G<x171.t461 540 751547.9591 2GaaG35.0062
SOS 751311.2539 2G44241.789J 541 7575E29959 2Gaa03E.9860
SO6 151370,5477 2Gax,;15.28b4 Coordinate icble
507 i5t 30E.2986 2D44315.3379
SOB 751250.6E98 2Ga4313.2043 Pt Northin Eoatln
509 r5t22a.E000 20x4329.006 542 751J12.0956 20440E7.4826
510 151209.2222 2Gxa352.b904 543 75049.3089 2044072.0391
511 75n 9E.024J 2Gax J03.2935 544 751 JB 1.5119 20a407a.3677
512 i5117G.7E56 2Ga4329.6915 545 757420.1895 2044075.4365
513 7511 iE.E105 20ex374.4122 548 75ta3E.9973 2Ga4060.4927
514 75itb0.7897 2Gax350.0439 547 7574110.9429 204x090.5426
515 75t1E5.7016 20x<xG2.E730 548 7574b5.7701 20aa08E.E315
516 75127 i.E179 20x4aG3.6827 549 751495.1748 20s409E.1614
517 7St20E.3029 20x4a2E.2724 550 751521.3357 20a409E.2127
518 751279.1909 2G4<aE 1.7878 551 75130E.5292 20x4055.5381
518 751212.4331 2G4a4E7.7+7a6 552 75t34E.0008 20aa0S6.7 512
`20 r572G4.i_59 2Gaxg7.5685 553 757JE3.1ESJ 204x055.8811
521 i511bE.9203 204xa50.5355 554 757424.7768 204<057.0011
522 75t20t.0E21 2D<a510.6871 555 757445.7b54 20aa055.3950
523 751219.5189 2Gxa S1 E.2089 558 751470.3786 2044077.6030
524 7St 2t 0.0266 2Ga4557.a924 557 751492.6605 20a40EE.6024
525 7S727E.7120 2G4a562.1875 558 751502.J347 20aa067.0825
526 75717E.550E 2Gxa556.4185 559 751545.OE7B 2GaaG72.6E53
527 757781.7190 20x45EP.3295 560 7575a9.c120 204a08E.0407
528 75tt9E.5656 2Ga4S53.7S71 561 75756E.E570 20a40E3.6Ga9
Coordinote 1ab7e .562 751564.J572 20441222571
Pt Northin Ecatin 563 751579.0990 2Ga4130.J15D
564 757600.42M 2044134.4644
529 75757 i.3aSE 20aat5E.5724 565 751E3E.9791 2044131.7667
`JO 7St47 i.E328 2Gxa7ES.5731 566 75tES0.i795 20a4120.906J
531 751aaE.6E7J 204x203.9878 567 757E29.2089 2D44720.b700
`32 751 4a7,177J 204x224.1547 568 751602.2b46 2044721.9742
S3J i51aE2E092 2Gsa25a.5270 569 7515b2.2EJ3 2044114.9222
534 151 5029702 20x4266.1748 570 757 SE2.J039 204x090.9505
535 iS154E.5E29 2D4x201.7485 571 7515E i.E50J 20440E5.i898
N.C. GRID
O (NAD-83)
LINE FEARING DISIANCE LINE FEARING DISTANCE LINE BEARING DISTANCE
L1 NSa'OE'S4"E 53:29' L38 579'19.52"W 45.51' L57 N04150TW 36.66'
L2 554'x2'08"E iE.94' L39 N43'2E'42"W 38.36' L58 Nltro3'45"E 21.73'
L3 Sl6'05'S2"W x2.01' la0 NE5'S0'19"w 256.77 L59 S28'4J'J6'W 16.77
L4 5E3'03'S5"W 3x.07' L41 N00'35'41'W Ja.21' L60 N8277'Ot'W 19.56'
L5 NES'a3'05"w 20.22' L42 NOE'02'a6'E 27.6E' L61 N07'IB'40'W 19.14'
LE N32'17'OE"w 3a.a8' L4J N00'05'4TE 21.57 L62 S23'04'1TE 37.06'
U N3a'20'a7"w x i.b6' l4a NG2'20'Sa'w 26.95 l63 NOOroTSTE 22.16'
L6 S53'09'at'E 31.83' US 57525'16"w 21.21' l64 S35'24'38'W 16.45'
L9 S03'06'1a'W 66.x7' l46 Sb937'03'E 23.97' L65 504'24'06"E 24.90'
L10 SDT3E'J9'w 43.76' La7 N554T00'E 29.12' L66 N2a'36'19'E 24.14'
Lit
l12 N6a'13'12"w
N22'S9'S0"E 55.01'
75.25 Lob
lag St i'24'a0'E
Sl0'S2'a7"E 2J.65'
x3.54' L67
L6B 50372'S2'W
NOB'a9'02'E 18.84'
33.07
L73 NOE'2E'S0'E 35.26' L50 S52'73'OS'W 15.79' L69 N03'29'17'E 38.27'
Ua N553b'3TE 31.24' L57 5o8ro5'09'E 22.57 L70 NOE'S8'S0'E 37.49
Lt5 N86'39'4a'E 72.61' L52 N33'aE'30'E 29.51'
L16 NbE'S5'25'W 70.75' L53 Stt'4.6'a8'w 21.52 506 l
L17 56a'aT12"E 73.80' L54 N06'a2'a3'W aLb4'
LIB 500'02'24'E 62.25' L55 S00'25'26'E 35.17'
U9 502'06'52"W 57.67 L56 N00'S0'S0'E a1.aB'
L20 SJ1'37'04"E 30.38'
L2t ~ 55eaa'S9"E 28.41
L22 NBO'3T15'E 51.48' 634
L23 569'15'S3'E 26.29' ~ .. ~
533
L24 N7a'35'a2"E x0.99' y
~
L25 56a'09'S2'E 75.57' ' '
`
, ~~
L26 NJ9'00'12`E 37.15' ~l7r
~ry ~ -'+'t - 505
L27 514'0x'57"E 34.61'
L28 N52'S4'a2'E 13.47' ,.4g..a ~~'~ ~ '' 532
L29 S56'It'OS'E 3b.00' «a ~ ~
L30 57E'11'35"W 75.88' 35 u~~,,l' ),
~
t
L31 SEa'06'S1"W J1.07' ~ 531
-
~
- ~~ a~y,
, ~ '
L32 N6a'45'00'W 52.77 ,
~ ~'¢": "_ ~6
L33 NE3'a0'12'w 33.32' ~' fir' Sap
. u

L34
SSE'JE'S0'W
32.38'
~
~ ~'" .
L35 56i'a9'27'W 41.90'
~1
O sos
I N/`
~
l36 577rob'S2'W 73.3x' 529
IJ +
L37 SE2'03'49'W 15.78' [crTVw a~ w~T, <",,, „ o«,

565 L5T 554 L58 563~S^ - E,aaE~ SO FT I O.tE ACRES ~ ~k
~4r J .:
666 L43667 L44566 L45 569 ~ '~ t
---~_
550 LE3 54B _~`'"~-
570 L61~ `57 (~ L65 547 ~~~--. sas
I
! 551 Ln9 558 6aB \546 L67 545 L !y '1
y' LAB 559 C~ 557 L51 5r~ ~ ~ } ~-
~. ? SSS L4[ 501 L4'
~Q? ,.~;~y~ . ~' ". .. a~ ~ l53 55d `~ b53 L55 652 L56
SOB
527
~~
525
~ -' 526
~~ 524 =,~~~
•~r
4
~vti
523 _y
~'',~~- :522
518 ~&.
~y' `~
515 '~"'suiy !p
"~h!.P47
tr.....
G :'ou^,.1M`,~_ 521
D r'k'.
x„f',
517 ~.4 ,,,. ~ ..i
.~' .
518 ~~~``•~ ~~~~~' ~ 515
.::< f
... :514: ~'
>.~::
1
SECTION 404 WETLAND AREA:
39,771 SC7 FT! 091 ACRES
541 L13 "'~ ~'~' L &
540 ~S,(i ~ ~~ w
L7~ r Submllted bl'
SECTION x04 WETLAND AREA
4,187 50 FT 10.70 ACRES 539
GRMHIC SCALE URS Caporatlan -North Carollra
s o 0 2a afl '°° f6O0 Ferlmeter Pork Drive
aFri99b~ Morrlsvflle, NOrth Cordlrw 27560
(IN FEET) TELEPHONE [phone] FAX [phone]
1711x1= son coova10NT p sooo, uas coaPVaAnoN,INC.

01-x.06 1 lu 00' SECTION 404 WETLANDS SURVEY FOR
~x^ `~ p°" ARMY CORPS OF ENGINEERS
~e=~ae,6r. ESP ASSOCIATES P.A.
TwoeoELNtAtgr+awvEr
>+eE1 MORRISVILLE PARKWAY EXTENSION e~tgi'neeri'ng.au~veyti'ng.planrn{yig

2 OF 2 PHASE C1NE
= ss7 r,;T~uy R9aa
CARY, WAKE COUNiY, NORTNCAROLINA c Fcalai8h, NC 29609 (918J 858-8200

ENG FORM 4345 -APPENDIX B
APPENDIX B: MITIGATION LETTER FROM NCEEP
Town of Cary Morrisville Parkway Extension Phases Ic, II, & Iid Appendix B

11-21-'86 13:29 FPOM-DENB EEP 9197152001 T-399 P02/02 U-978
1-
~~ os stem
.~. ~... e~.~~et
PROGRAM
November 21, 2006
Russ Overton
Town of Cary
PO Box 8005
Cary, NC 275 ] 2~t~
Project: Morrisville Parb~vray Extension, Phases Ic, II, and IIId
County: Wake
The purpose of this letter 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 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 NC 1rEP will be approved,
This acceptance is valid for six months from the date of this letter. 1t we have not received a copy oP the issued 40~
Permit/401 Certif5cation vc~ithin this time frame, this acceptance vrill eBpire. It is the applicant's responsibility to send
copies of.the 404/401/CAMA permits to NC EEP. Once NC FEP receives a copy~of the 404 Permit and/or 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 Basin Wetlands Stresm Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 zone 2
Uni[ (Sq. )~t.) (Sq. Ft.)
Ri Arian Non-Ri Arian Coastal Marsh Cold Cool Warm
Neusc t.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 specified 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.
Depamnent 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 Kelly Williams at (919) 71b-1921.
Sincerely,
•r~'"v Iv
tlliam Crilmore, E
Director
cc: Cyndi Iiaroly, Wetlands/40l Unit
Monte Matthews, USACE-Raleigh
Eric Kulz, DWQ- Raleigh
Charles $enton, agent (fax)
Fitt ~'~~
~
RP~DYl,K~... ~ ~ ... PYOt~~ OGU' Staff ~
~
North Carolina Ecosystem Enhancement Program, 1852 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-04761 vrww.neeep.net