20071470 Ver 2_Application_20100412

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,STATE OF NORTH CAROLINA

TURNPIKE AUTHORITY
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BEVERLY E. PERDUE 1578 MAIL SERVICE CENTER, RALI>icH, N.C. 27699-1578 DAVID W. JOYNER
GOVERNOR EXECUTIVE DIRECTOR
April 2010
US Army Corps of Engineers
Regional Field Office
3331 Heritage Trade Drive, Suite 105 07 - /,470 v
Wake Forest, NC 27587
Attn: Mr. Eric Alsmeyer
NCDOT Coordinator, Division 5
Subject: Application for Modification to Section 404 Individual Permit and
Section 401 Major WQC for the Section A and B on Western Wake
Freeway from NC 55 at SR 1172 (Old Smithfield Road) to NC 55 near SR
1630 (Alston Avenue), Wake County, Federal Aid No. BRSTP-OOOS(491),
State Project No. 6.408006T, Division 5, TIP R-2635, WBS Element
35520.1.TA1.
USACE Permit Action ID No. SAW-2007-02903-292, issued April 22, 2008.
NCDWQ Major 401 WQC Project No. 2007-71470, issued March 17, 2008.
The North Carolina Turnpike Authority (NCTA),'in coordination with the North
Carolina Department of Transportation (NCDOT), is currently constructing a 12.6-
mile long, new location roadway (Western Wake Freeway) on the western side of
Wake County, North Carolina. The NCTA submitted an Individual Section 404 (of
the Clean Water Act) Permit Application to the U.S. Army Corps of Engineers
(USACE) for the subject project on August 30, 2007. On April 22, 2008, the Section
404 Permit was issued by the USACE (Action ID No. SAW-2007-0293-292). The
Section 401 Individual Certification was issued by the North Carolina Division of
Water Quality (DWQ) on March 17, 2008 (NCDWQ Project No. 2007-71470). Please
find the attached vicinity map and updated drawings. The attached permit drawings
are based on the final design approach for the project for Sections A and B. A copy
of the Final Record Drawings will be provided to the agencies at the completion of
construction.
The purpose of this submittal is to request a modification to the Section 404 and 401
permits for Sections A and B. After the USACE and NCDWQ issued the Section
404/401 Individual Permit for Western Wake Freeway, the NCTA procured the
services of Raleigh-Durham Roadbuilders (RDR) to construct the proposed project.
NORTH CAROLINA TORNPiKF. AUTHORITY
TELEPHONE:[phone] FAX: [phone]
On behalf of NCTA and through the design build pursuit, RDR refined the original
design of Sections A and B to provide the best project value to NCTA.
For this permit modification, RDR has maintained the same numbering system of
the permit impact site to ensure an 'easy' comparison between the original
permitted impacts with the impacts for the proposed permit modification.
However, from RDR's design perspective, two sites within Section A, have been
moved to Section B. These two sites are Site 11 and 12; due to this change, they are
now referred to as Site 11 A and Site 12 A.
The refined design does not compromise the NCTA's compliance with the existing
permit conditions. The design refinements for Sections A and B have been
evaluated for compliance with avoidance and minimization criteria and is in
compliance with all previous issues, including the following:
• Protected species;
• Aquatic life passage;
• FEMA compliance; and,
• Cultural resource.
Based on our anticipated schedule, construction for Sections A and B would
commence in May 2010. The 4B meeting for Sections A and B was held in October
2009, and the 4C meeting was held on February 26, 2010.
Summary of Changes to Jurisdictional Impacts
The original permit for Western Wake Freeway included the preliminary design for
Sections A and B and final design for Section C. As noted previously during the
project's design build pursuit, RDR made several refinements to the final project
design for Sections A and B to provide the best project value to the NC Turnpike
Authority. Changes to Section A included:
• The addition of Site 36 (stream impact) on NC 55 Bypass to accommodate a
bulb out and lane configuration changes along this roadway;
• Secondary Road (SR) 1153 (Old Holly Springs-Apex Road), also known as -
Y3-, being bridged over NC 540 instead of NC 540 going over SR 1153;
• The inclusion of a service road for SR 1153 (Old Holly Springs-Apex Road), to
provide access to land locked land tracts. This resulted in additional impacts
to wetlands;
• Adjusting the alignment in to avoid a radio tower and this adjustment
resulted in avoidance of Site 9, and changes to wetland impacts at Site 8 and
10;
• Changes in the internal end point for Section A and B such that Site 11 and 12
from the original permit application in Section A have been moved to Section
B and are now known as Site 11 A and 12 A; and,
• Refinements to roadway layout to balance fill and cut areas.
2
Changes to Section B included:
• The inclusion of Permit Impact Sites 11 A and 12 A into Section B from
Section A.;
• Impacts at Site 30 now include placing rip rap in the channel to
accommodate improvements to US 1 at this location;
• Changes to the NC 540/US 1 interchange configuration which affect impacts
to Waters of the US in this area,
• Adjustments to US 1 improvements to avoid impacts at Site 34 and reducing
impacts at other locations.
• Refinements to roadway layout to balance fill and cut areas.
These changes resulted in several wetland impacts now being counted as
permanent fill instead of excavation.
Table 1 summarizes the overall impact changes that have occurred within Section A
since issuance of the Section 404/401 permits for Western Wake Freeway.
Table 1. Overall Impact Chances to Iurisdictional Areas in Section A
Original Wetland Impact 1.77 acres
Modified Total Wetland Impacts 1.21 acres
Change in Impact Totals for Wetlands -0.56 acres
Ori inal Stream Impact 1,379 feet
Modified Total Stream Impacts 1,469 feet
Change in Impact Totals for Streams 81 feet
Note: for comparison sake, impacts from the original application at Site 11 and 12 for Section A have been
moved to Section B. These sites have been re-identified as Site 11 A and 12 A in Section B.
Table 2 summarizes the overall impact changes that have occurred within Section B
since issuance of the Section 404/401 permits for Western Wake Freeway.
Table 2. Overall Impact Chanees to Iurisdictional Areas in Section B
Original Wetland Impact 7.11 acres
Modified Total Wetland Impacts 6.52 acres
Change in Impact Totals for Wetlands -0.59 acres
Ori final Stream Impact 6,157 feet
Modified Total Stream Impacts 6,836 feet
Change in Impact Totals for Streams 679 feet
Note: for comparison sake, impacts from the original application at Site 11 and 12 for Section A have been
moved to Section B. These sites have been re-identified as Site 11 A and 12 A in Section B.
Table 3 summarizes changes at each permit impact site in Section A for permanent
impacts to wetlands, including fill, excavation and mechanized clearing. All of the
wetland impacts for Section A are in the Hydrologic Unit Code 03030004.
3
Table 3. Permanent Wetland Impacts Comparison - Original Permit
Application versus Proposed Modification Request Impacts - Section A

Site
No. (Original)
Permanent
Impacts to
Wetlands AC (Modification)
Permanent
Impacts to
Wetlands AC Change in
Permanent
Wetland
Impacts AC
3 0.06 0.07 0.01
4 0.12 0.12 0.00
8 1.03 0.73 -0.30
9 0.19 0.00 -0.19
10 0.37 0.29 -0.08
Total 1.77 1.21 -0.56
Overall, permanent wetland impacts for Section A decreased by 0.56 acres comparing
the permanent stream impacts from the revised design plans permit modification
with the original permit.
Table 4 and 5 summarize changes at each permit impact site in Section B for
permanent impacts to wetlands, including fill, excavation and mechanized clearing.
The tables correspond to impacts within the pertinent hydrologic unit code.
Table 4. Permanent Wetland Impacts Comparison - Original Permit
Application versus Proposed Modification Request Impacts - Section B for HUC
03030004.

Site
No. (Original)
Permanent
Impacts to
Wetlands AC (Modification)
Permanent
Impacts to
Wetlands AC Change in
Permanent
Wetland
Im acts AC
1 0.53 0.51 -0.02
2 0.03 0.03 0.00
4 1.02 1.02 0.00
5 2.70 1.71 -0.99
7A 0.00 0.20 0.20
9 0.26 0.24 -0.02
11 0.12 0.09 -0.03
31 0.10 0.19 0.09
32 0.03 0.01 -0.02
33 0.03 0.05 0.02
34 0.05 0.00 -0.05
Total 4.69 4.05 0.82
4
Table 5. Permanent Wetland Impacts Comparison - Original Permit
Application versus Proposed Modification Request Impacts - Section B in HUC
03030002

Site
No. (Original)
Permanent
Impacts to
Wetlands AC (Modification)
Permanent
Impacts to
Wetlands AC Change in
Permanent
Wetland
Impacts AC
17 0.04 0.05 0.01
18 0.06 0.04 -0.02
19 1.23 1.22 -0.01
20 0.11 0.11 0.00
21 0.55 0.80 0.25
24 0.06 0.06 0.00
25 0.01 0.01 0.00
29 0.18 0.18 0.00
Total 2.24 2.47 0.23
Overall, permanent wetland impacts in Section B are less than those noted in the
original permit application, an increase of 0.23 feet. Greater than minimal changes
(i.e., an increase in more than 0.10 acre) occurred only at Site 7A (+0.20 acre), 21
and 31 (+0.25). An explanation of an increase in each site is noted below.
Site 7A. The original permit application for the conceptual project design did not
have this site included in it. The impact is a result in changes in the NC 540/ US 1
interchange configuration.
Site 21. The wetland impact increased because it was determined wetland would
be drained by construction of the lateral base ditch. The lateral base ditch would be
1' to 1.5' deeper than the existing channel in the drained pond.
Bridge construction at Beaver Creek will involve temporary bridge and construction
on timber matting to construct the bridge bents.
Table 6 summarizes the individual changes at each permit impact site in Section A
for permanent impacts to streams. All of the impacts in Section A occurred in HUC
03040004.
5
Table 6. Permanent Stream Impacts Comparison - Original Permit Application
versus Proposed Modification Reauest Impacts - Section A

Site
No. (Original Permit)
Existing Channel
Impacts
Permanent ft (Modification Request)
Existing Channel
Impacts
Permanent ft Change in
Permanent
Channel
Impacts ft
1 74 60 -14
2 305 285 -20
5 103 32 -71
6 447 513 66
7 450 555 105
36 0 15 15
Total 1,379 1,460 81
Note: for comparison sake, impacts from the original application at Site 11 and 12 for Section A have been moved to
Section B. These sites have been re-identified as Site 11 A and 12 A in Section B.
Overall, the stream impacts in Section A increased by 81 feet when comparing the
permanent stream impacts from the revised design plans permit modification with the
original permit. An explanation for the increase follows.
Site 6. The roadway alignment was shift to the south to avoid impacts to a radio tower, and
this shift impacted the stream in a location with more meanders.
Site 7. The roadway alignment was shift to the south to avoid impacts to a radio tower, and
this shift impacted the stream in a location with more meanders.
Site 36. These impacts are added along NC 55 Bypass to accommodate the bulb out
proposed for the existing roadway.
Tables 7 and 8 summarizes the individual changes at each permit impact site in Section B
for permanent impacts to streams. The tables have been divided into those impacts within
HUC 03040004 and HUC 03040002.
6
Table 7. Permanent Stream Impacts Comparison - Original Permit Application
vercnc Prnnnced Mndifirntinn Reauect Imnacts - Section B in HUC 03040004

Site
No. (Original Permit)
Existing Channel
Impacts
Permanent ft (Modification Request)
Existing Channel
Impacts
Permanent ft Change in
Permanent
Channel
impact s ft
3 835 0 -835
3A 0 390 390
3B 0 247 247
7 1148 1286 138
10 642 725 83
10A 266 282 16
11A* 276 271 -5-
12A* 537 552 15
30 282 260 -22
35 124 122 -2
Total 4,110 4,135 25
"*" denotes that Sites 11A and 12A were originally part of Section A. For comparison sake, impacts from the original
application at Site 11 and 12 for Section A have been moved to Section Band renamed Site 11A and 12 A.
"#" denotes that Site 3 was divided into Sites 3A and 3B for the permit modification.
Table 8. Permanent Stream Impacts Comparison - Original Permit Application
versus Pronosed Modification Request Imnacts - Section B in HUC 03040002

Site
No. (Original Permit)
Existing Channel
Impacts
Permanent ft (Modification Request)
Existing Channel
Impacts
Permanent (ft) Change in
Permanent
Channel
Impacts ft
15 119 175 56
16 431 465 34
19 21 35 14
22 935 718 -217
23 541 1308 767
Total 2047 2,701 654
The net result for Section B, comparing the permanent stream impacts from the
revised design plans permit modification with the original permit is an increase of
679 feet of permanent stream impact. The following explains the major increases in
stream impacts for Section B.
Site 3. This site has been divided into Site 3A and 313 due to changes in the NC
540/US 1 interchange configuration. Overall at site, comparing the impacts
numbers for Site 3 with new numbers identified as Site 3A and 3B, there has been a
decrease in stream impacts.
7
Site 7. There are additional impacts to this site as a result of the changes in the NC
540/US 1 interchange configuration.
Site 23. The length of stream impacts increased to account for changes in the
stream hydrology as a result of roadway drainage being removed from the drainage
and being release at a different location into the existing pond.
Impacts to Waters of the United States from Utility Relocations
The original permit application for all of Western Wake did not include
jurisdictional impacts related to utility relocations. There are no impacts to
jurisdictional areas as a result of utility relocations.
Compensatory Mitigation
The North Carolina Ecosystem Enhancement Program accepted responsibility to
implement compensatory mitigation on behalf of the NCTA for Western Wake
Freeway. All the wetland impacts for the Western Wake project are considered to
be riparian.
All of Section A is located in the Hydrologic Unit Code 03030004. Section B lies in
both HUC 03030004 and HUC 03030002.
Jurisdictional Impacts requiring Mitigation in HUC 03030004
Table 9 summarizes changes in the projects impacts and mitigation for wetlands as
it relates to HUC 03030004.
Table 9. Comparing Original Wetland Impacts vs Modification Wetland
Imnacts requirine mitigation in HUC 03030004
Original Impacts
Requiring Miti anon Modification Impacts
Requiring Mitigation
Change in Impact
Section A 1.77 1.21 -0.56
Section B 4.87 4.05 -0.82
Total 6.64 5.26 -1.38
Therefore, the NCTA requires less wetland mitigation in HUC 0303004.
Table 10 provides greater details about the wetland impacts within Section B and
HUC 0303004. Table 11 provides greater details about the wetland impacts within
Section A and HUC 0303004.
8
Table 10. Comparing Original Wetland Impacts vs Modification Wetland
Impacts in Section B and in HUC 03030004

Site
No. (Original)
Permanent
Impacts to
Wetlands AC (Modification)
Permanent
Impacts to
Wetlands AC Change in
Permanent
Wetland
Impacts AC
1 0.53 0.51 -0.02
2 0.03 0.03 0.00
4 1.02 1.02 0.00
5 2.70 1.71 -0.99
7A 0.00 0.20 0.20
9 0.26 0.24 -0.02
11 0.12 0.09 -0.03
31 0.10 0.19 0.09
32 0.03 0.01 -0.02
33 0.03 0.05 0.02
34 0.05 0.00 -0.05
Total 4.87 4.05 -0.82
Table 11. Comparing Original Wetland Impacts vs Modification Wetland
Impacts in Section A and in HUC 03030004

Site
No. (Original)
Permanent
Impacts to
Wetlands AC (Modification)
Permanent
Impacts to
Wetlands AC Change in
Permanent
Wetland
Impacts AC
3 0.06 0.07 0.01
4 0.12 0.12 0.00
8 1.03 0.73 -0.30
9 0.19 0.00 -0.19
10 0.37 0.29 -0.08
Total 1.77 1.21 -0.56
Table 12 summarizes changes in the projects impacts and mitigation for streams as
it relates to HUC 03030004. Table 13 compares stream impacts in Section A and
HUC 03030004 that required mitigation per the original permit and modification
request. Table 14 compares stream impacts in Section B and HUC 03030004 that
required mitigation per the original permit and modification request.
9
Table 12. Comparing Original Stream Impacts vs Modification Stream Impacts
requirine mitigation in HUC 03030004
Original Impacts
Requiring Mitigation Modification Impacts
Requiring Mitigation Change in
Impact
Section A 1,074 1,160 86
Section B 3,844 3,853 9
Total 4,918 5013 95
Table 13. Comparing Original Stream Impacts vs Modification Stream Impacts
in SPrtinn A rpnnirinu mitiQatinn in HIIC 03030004
Site
No. Original Impacts
Requiring Mitigation ft Modification Impacts
Requiring Mitigation ft Change in
Impacts ft
1 74 60 -14
S 103 32 -71
6 447 513 66
7 4S0 555 105
Total 1,074 1,160 86
Table 14. Comparing Original Stream Impacts vs Modification Stream Impacts
in SPrtinn R rpanirino mitinatinn in HIIC 03030004
Site
No. Original Impacts
Requiring Mitigation ft Modification Impacts
Requiring Mitigation ft Change in
impacts ft
3 835 0 -835
3A 0 390 390
3B 0 247 247
7 1148 1286 138
10 642 725 83
11A 276 271 -5
12A 537 552 15
30 282 260 -22
35 124 122 -2
Total 3,844 3,853 9
Therefore, the NCTA must mitigate for 95 feet of additional impact for impacts in
HUC 0303004.
Jurisdictional Impacts requiring Mitigation in HUC 03030002
For wetland impacts within HUC 03030002 (i.e., those impacts within Section B),
there is a need of additional wetland mitigation. The original permit required
mitigation for 2.24 acres of wetland and the modification request impacts for 2.47
acres of wetlands, an increase of 0.23 of wetland impacts.
10
Table 15 details the individual impacts sites in Section B and HUC 03030002 that
require mitigation.
Table 15. Comparing Original Stream Impacts vs Modification Stream Impacts
in Section R renuirina mitiEation in HUC 03030002
Site
No. Original Impacts
Requiring Mitigation ft Modification Impacts
Requiring Mitigation ft Change in
Impacts ft
19 21 35 14
23 541 1308 767
Total 562 1343 781
In HUC 03030002, there is an additional 781 feet of stream impact that requires
compensatory mitigation.
REGULATORY APPROVALS
Application is hereby made for the modification of the Section 404 Individual Permit
from the USACE as well as the Major 401 Water Quality Certification for the project.
Thank you for your assistance with this project. If you have any questions or need
any additional information about this project, please contact Steve DeWitt at (919)
571-3000.
SinWrel Ste
ve DeWitt, P.E., Chief Engineer
North Carolina Turnpike Authority
cc:
Mr. Shannon Sweitzer, P.E., NCTA Director of Construction
Ms. Jennifer Harris, P.E., NCTA Environmental Engineer
Mr. Brian Wrenn, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Ms. Jennifer Derby, USEPA
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Ms. Anne Deaton, NCDMF
Mr. J. Wally Bowman, P.E., NCDOT Division 5 Engineer
Mr. Chris Murray, NCDOT Division 5 Environmental Officer
Mr. Phil Harris, P.E., NCDOT Natural Environment Unit
Mr. Scott McLendon, USACE, Wilmington
Ms. Beth Harmon, EEP
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