20010404_MODIFICATION REQUEST-VASS BYPASS_20100726

w,L? Michael F. Easley, Governor
OHO RpG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
09 Alan W. Klimek, P.E. Director
j Division of Water Quality
p `C
July 20, 2005
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
NC Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Subject: Response to Request For Permit Extension for Vass Bypass, US 1 from North of
Lakeview to South of Sanford, Moore and Lee Counties, TIP Project No. R-210, Federal
Project Number 34330.1.1, State Project No. 8T560302, WQC No. 3344.
Dear Dr. Thorpe:
This letter is in response to your request for an extension of the 401 Water Quality Certification (WQC)
No. 3344 for the referenced project. This WQC was modified on September 2, 2003. The modification
re-authorized the impacts to waters of the State and the permit conditions that were included in the
original WQC dated July 19, 2002 except where superceded by the modification. Language included in.
the modification regarding the expiration of the WQC is as follows:
"This Certification shall expire three (3) years from the date of the cover letter from DWQ or on the same
day as the expiration date of the corresponding Corps of Engineers Permit, whichever is sooner."
The date of the cover letter for the modification is September 2, 2003. That extends the expiration date of
the WQC to September 2, 2006 or until the Corps of Engineers permit expires, whichever is sooner.
DWQ has received a copy of the permit extension from the Corps of Engineers for the referenced project
dated July 12, 2005. The Corps has extended the expiration date of the 404 permit for the referenced
project to December 31, 2006. Therefore, the expiration date of WQC No. 3344 is September 2, 2006
and there is no need for NCDOT to apply for a WQC extension for the referenced project at this time.
Should there be a need to extend the WQC expiration date beyond September 2, 2006, NCDOT should
submit a request sixty (60) days prior to the expiration of the WQC.
If you have any questions regarding this letter, please contact Brian Wrenn at 919-733-5715 or John
Hennessy at 9199-733-5694.
nce ly,
Alan W. Klimek, P.E.
Director, Division of Water Quality
?o One
NMCarolina
Transportation Permitting Unit Natura!!rff
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF: July 12, 2005
Regulatory Division
0'%
?OV
o IS 2o0s
'846*ToGU
g9W4 B
Subject: Action ID No. 199300570, TIP No. R-210, US 1, Moore/Lee Counties, North Carolina.
Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development & Environmental Analysis
1548 Mail Service Center
Raleigh, N.C. 27699-1548
Dear Dr. Thorpe:
I am responding to your request dated June 30, 2005, for an extension of time to the
existing Department of the Army (DA) permit issued for the above referenced project. The
Wilmington District office received this request on July 05, 2005.
You have requested that the current Individual Permit be extended from the current
expiration date of December 31, 2005 to December 31, 2006. The reason for the time extension
is to resolve outstanding design and construction issues resulting from a Notice of Violation
(NOV) issued by the North Carolina Department of Environmental and Natural Resources
(NCDENR).
Based on this information, I have determined that the requested extension of time is not
contrary to the public interest and therefore, the DA permit is hereby modified with an expiration
date of December 31, 2006, with the following special condition:
1. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill, or mechanized land-clearing activities shall take place at any
time in the construction or maintenance of this project, within waters or wetlands, nor
shall any activities take place that cause the degradation of waters or wetlands. In
addition, except as specified in the plans attached to the permit, no excavation, fill or.
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation
patterns within, into, or out of waters or wetlands or to reduce the reach of waters or
wetlands.
2. A modified Water Quality Certification shall be obtained from NCDENR-DWQ.
3. All other terms and conditions of your Department of the Army permit shall remain in
effect.
'r
Should you have any questions, please contact Mr. Richard Spencer, Wilmington Field
Office, Regulatory Division, at telephone [phone].
Sincerely,
Charles R. Alexander, Jr.
Colonel, U.S. Army
District Engineer
Copies Furnished:
Mr. David Cox
North Carolina Wildlife Resources Commission
512 N. Salisbury Street
Raleigh, North Carolina 27604-1188
Mr. John Hennessy
NCDENR-DWQ
Wetlands Section
1650 Mail Service Center
Raleigh, NC 27699-1650
Mr. Gary Jordan
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Chris Militcher
United States Environmental Protection Agency
Raleigh Office
Office of Environmental Assessment
310 New Bern Avenue, Room 206
Raleigh, NC 27601
Mr. Art King
Division Environmental Officer, Division 8
North Carolina Department of Transportation
P.O. Box 1067
Aberdeen, North Carolina 28315
n? s JUL 5 - 2005
•? ®• ENR WATER QUATALI
DSANDSTpRMyyER B1CH
STATE OF NORTH CAROLINA
DEPARTNMNT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USAGE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 2002 September 11, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598
T
As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
Gregory J Thorpe, Ph.D.
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USAGE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
I
T
Qc???o?? o
??4 D
JUL 5 - 2005
-? ?• DENR- WATER QUALITY
WETLANDS AND STORMWATER BRANCH
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USACE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 2002 September 11, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598
4
1
As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
9 F 4 (?-?
Gregory J Thorpe, Ph.D.
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USACE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
f
i
d?.a SfATFo
a?
STATE OF NORTH CAROLINA
V@110wll 5
JUL 5 _ 2005
DENR - WATER QUALITY
WETLANDS AND STORMINATER BRANCH
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USACE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 2002 September 11, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE. WWWWWOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598
f
As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
Gregory J Thorpe, Ph.D.
9 F
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USAGE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
D
Q
JUL 5.2005
DENR - WATER QUALITY
STATE OF NORTH CAROLINA WETUWDS AND STORMWATER BRANCH
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USACE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 20028-210 C September 30, 2002 September 11, 11, 200511, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598
4
As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
Gregory J Thorpe, Ph.D.
9 4
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USACE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
f
?d ,vama
STATE OF NORTH CAROLINA
o §@gV§ D
3UL 5 - 2005
DENR ATE UALIZ
WE"N AND STORE , H
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
LYNDo TIPPETT
SECRETARY
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USACE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 2002 September 11, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598

As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
9 Gregory J Thorpe, Ph.D.
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USAGE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
F
dµ??P D ???? V ?p
w "a
JUL 5 _ 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
STATE OF NORTH CAROLINA
DEPART OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USACE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 2002 September 11, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598
P
4
As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
I a_??
Gregory J Thorpe, Ph.D.
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USACE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
JUL 5 - 2005
DENR - WATER QUALITY
STATE OF NORTH CAROLINA WETLANDS AND STORMWATER BRANCH
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
June 30, 2005
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTENTION: Mr. Richard Spencer,
NCDOT Coordinator
SUBJECT: Request For Permit Extension for Vass Bypass (US 1 from North of
Lakeview to South of Sanford, Moore/Lee Counties); TIP R-210 A, B,
and C, Federal Project Number NHF-0001 (3), WBS Element Number
34330.1.1, State Project No. 8T560302. $475.00 Debit work order
8T560302.
REFERENCE: USACE 404 Individual Permit, Action ID Number 199300570, dated
September 26, 2002; Expires December 31, 2005
NCDWQ 401 Water Quality Certification, WQC 3344, dated July 19,
2002; Expires July 19, 2005
404 & 401 Modification dated September 2, 2003
Dear Sir:
On September 26, 2002, and July 19, 2002, respectively, the United States Army Corps of
Engineers (USAGE) and North Carolina Division of Water Quality (DWQ) authorized
the construction of the following sections of the Vass Bypass (R-210) via a 404
Individual Permit, (Number 199300570), and a 401 Water Quality Certification (WQC
3344). These permits were modified on September 2, 2003. Table 1 shows the
construction schedule for each section.
Table 1. Construction Schedule
Site Date Let Projected Completion Date
R-210 A September 30, 2002 September 11, 2005
R-210 B September 30, 2002 September 11, 2005
R-210 C September 30, 2002 September 11, 2005
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] CAPITOL BOULEVARD
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS PARKER LINCOLN BUILDING, SUITE 168
1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27699
RALEIGH NC 27699-1598
J#

As indicated in the table, project construction is estimated to be completed in September
2005. However, NCDOT and NCDENR are currently in the process of resolving
outstanding design and construction issues. NCDOT respectfully requests that the
referenced 404 IP and 401 WQC be extended until December 31, 2006. All
environmental commitments and special conditions will continue to be followed
throughout project construction.
If you have any questions or need any additional information, please contact Ms. Deanna
Riffey at 919-715-1409.
Sincerely,
Gregory J Thorpe, Ph.D.
9 F
Environmental Management Director, PDEA
cc: Mr. John Hennessy, NCDWQ (7 Copies)
Mr. Travis Wilson, NCWRC
Ms. Becky Fox, USEPA - Whittier, NC
Mr. Ronald Mikulak, USEPA - Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Terry Gibson, P.E., Division Engineer
Mr. Jim Rerko, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Franklin, USACE, Wilmington
Ms. Stacey Baldwin, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head
Mr. Michael Wood, The Catena Group, Inc.
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April 23, 2003
CERTIFIED MAIL: Return receipt requested
Mr. Art C. King, Division Environmental Officer
NCDOT Division 8
902 North Sandhills Blvd.
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. King:
Re: Modification Requests to the Individual §401 Water Quality Certification for Moore and Lee
Counties; US 1 Bypass of Vass from north of Lakeview to south of Sanford; F.A. Project NHF-
0001(3); State Project 8.T560302; TIP No. R-210A, B, and C.
On April 10, 2003, the Division of Water Quality received the following modification requests to the
§401 Water Quality Certification for the aforementioned project:
1. Sanford Contractors Request to modify the temporary causeway for constructing two bridges at Sta.
151+13.609 -L- dated November 5, 2002.
2. S.T. Wooten Request to modify Site No. 21, Bridge Sta. 81+06.460 -L- Left Lane and Bridge Sta.
80+88.540 -L- Right Lane dated November 8, 2002.
3. S.T. Wooten Request to modify Site No. 21 Bridges at Sta. 81+00 -L- over Craines Creek dated
March 12, 2003.
4. S.T. Wooten Request to modify Site No. 16 Harbour Borrow Pit Haul Road dated April 4, 2003.
5. S.T. Wooten Request to modify Site No. 1 Bridges at Sta. 25+19-L- over Little River dated
November 8, 2003 and April 4, 2003.
6. S.T. Wooten Request to modify Site No. 1, Bridge Sta. 25+19.700 -L- Left and Right Lanes dated
November 8, 2002.
Review of these applications was not possible. The application appeared to contain requests for six
modifications to the §401 Water Quality Certification. The organization of the application(s) was such
that the location and detail of the proposed changes was unclear. It was not possible to discern many of
the requested design changes. Two of the requests had more than one design proposed for the same
impact site. Many of the designs had different dates on the correspondence, further complicating the
review. DWQ staff have been unable to review the application. Please provide DWQ with an accurate,
detailed, and organized listing of the modification requests by site, with the proposed design changes, and
all other supporting documentation justifying the requested changes. DWQ requests a meeting with
appropriate NCDOT staff to present and discuss the modification request. .
Therefore, pursuant to 15A NCAC 2H..0507(a)(3), the permit application is placed on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of
Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers continue to place
the permit application on hold.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
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listed r?-iat area for plan and proposed details are
calculated areas taken from plan sheets 23 of 37
digitized and scaled to scale listed on plan sheet
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1199 m^2
mat area pF:r plan sheet 23 of 37
original plan
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1265 n^2
an
14 ,1

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
ATMMONOF: July 31, 2003
Regulatory Division
Subject: Action ID No. 199300570, TIP No. R-210, US 1, Moore/Lee Counties, North Carolina.
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development & Environmental Analysis
1548 Mail Service Center
Raleigh, N.C. 27699-1548
Dear Dr. Thorpe:
V DS1401
GROU
AEG 6 2003
ATEaaupuRYSEcrrn
I am responding to your request dated July 11, 2003 for a modification to the existing
Department of the Army (DA) permit issued for the above referenced project. The Wilmington
District office received this request on July 16, 2003.
You have requested that a temporary single span bridge crossing of Little River at Site 1,
Section A, be authorized to connect both sides of the currently authorized work bridge from
approximate centerline station 25+65 to station 25+95. The single span bridge connection will
be approximately 30-feet long and constructed of steel beam pile bents and framing with 12-inch
by 12-inch timber mat surface, as shown on the enclosed drawings. Since no fill or dredged
material will be discharged into waters of the United States for the construction of this bridge
connection, DA authorization is not required for this activity.
. In addition, you have requested authorization to use temporary timber work mats at Site 1,
Section A, in lieu of the temporary bridged work pads as originally authorized for the
construction work spurs. The request is being made due to insufficient clearance between the
currently authorized bridged work pads and the proposed bridge superstructure to allow for
removal of the temporary structural members after completion of bridge construction. The
proposed revision would involve the replacement of the elevated temporary bridged work pads
with temporary two-layered 24-foot by 5-foot timber crane work mats placed on Type 2 filter
fabric as shown on the enclosed drawings. This activity would require DA authorization
pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344).
As stated in your request, a field investigation was conducted by Engineering Consulting
Services, Ltd. to determine the compressibility of the wetland soils found at the project site. The
results of this study indicated that the soils would be able to accommodate the expected bearing
load generated from the construction equipment without any appreciable compression.
Therefore, the impacts to the wetlands as a result of the proposed modification would be
temporary. Furthermore, this revision would reduce the required construction time from 420
days to 180 days.
You have also requested authorization to construct a temporary timber mat haul road and
bridge at Site 21, Section A; to facilitate construction of the permanent bridge crossing of Cranes
Creek and to facilitate the hauling of approximately 230, 000 cubic yards of earthen material
across Cranes Creek. The proposed modification, referred to as Phase 1, would involve the
construction of a timber mat haul road placed on Type 2 filter fabric with Type 2 fabric side
curtains and a single span steel bridge with Type 2 fabric side curtains and handrail, as shown on
the enclosed drawings, resulting in a temporary impact of an additional 0.07 acre of wetlands. .
Furthermore, Phase 2 would involve the placement of the currently authorized timber work mats
for the construction of the permanent bridge crossing Cranes Creek. You have requested a
modification of the configuration and footprint of the temporary work mats in Phase 2, as shown
on the enclosed drawings, reducing the temporary impacts to wetlands by 0.06 acre. Both of the
modifications (Phase 1 and 2) together would result in a net increase in temporary wetlands
impact of 0.01 acre at site 21. The temporary haul road and reconfiguration of the temporary
timber work mats at centerline station 80 + 75 would require DA authorization pursuant to
Section 404 of the Clean Water Act (33 U.S.C. 1344).
You have requested a modification of the configuration and footprint of the temporary
work mats at Site 10, Section A. The request is being made due to changes in federal regulations
governing designed loading capacity of cranes performing work on bridges over railroads. This
has resulted in the need for a larger crane having to be employed on-site to meet current
requirements of federal regulations. The proposed modification would involve the widening of
the temporary work pads by approximately 10 feet and the shortening of the work spurs by 20
feet resulting in an increase of 0.02 acre of temporary wetland impact. The proposed
modification also includes the lengthening of the temporary 36-inch CMP that will convey an
unnamed tributary of Little Crane Creek under the temporary work mats, by 50 linear feet for a
total temporary stream channel impact of 83 linear feet. These activities would require DA
authorization pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344).
You have requested authorization to construct five preformed scour holes (PSH) at the
outlet of some of road storm drains to reduce discharge velocities. These activities would require
DA authorization pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344). The
proposed modification would involve the construction of five PSH, totaling 0.01 acres, at
centerline stations 51+00 (Site 10), 51+50 (Site 10), 61+50 (Site 15), 76+60 (Site 19) and 78+60
(Site 21), in Section A. All proposed PSH are located within the mechanized-cleared zone of the
roadway and will not result in additional wetland impacts.
Finally, you have requested authorization to redesign a storm drain to eliminate the direct
discharge into the stream channel at Site 16, Section A. The proposed modification would
reroute the storm drain discharge path to a grassed swale instead of the stream channel. Since no
fill or dredged material will be discharged into waters of the United States for the construction of
the storm drain, DA authorization is not required for this activity
2
Based on this information, I have determined that the proposals described above are not
contrary to the public interest and therefore, the DA permit is hereby modified to include
authorization for each modification listed above that require DA authorization and as shown on
the revised permit drawing (enclosed), with the following special condition:
1. That all temporary material shall be removed in its entirety from the wetland upon
completion of the bridge construction and that all disturbed areas shall be stabilized and
replanted with native species immediately after removal. The timber mats shall be
assembled and disassembled in place and placed or removed by lifting and not dragged
into position. The timber mats shall not be assembled, disassembled, placed or
removed during over bank floodwater events when the mats are inundated and
disturbed sediment can enter the waterway.
2. The temporary bridge crossing over Little River at Site 1 shall not be used by heavy
equipment to transport earthen or any other type of fill material across Little River.
This condition does not apply when the material is required and used for the
construction of the permanent bridge over Little River.
3. Every measure shall be taken to prevent the discharge of any material from earth
moving equipment crossing the temporary bridge at Cranes Creek. Earth moving
equipment crossing Cranes Creek shall be continually monitored for spillage and no
material shall be allowed to enter Cranes Creek from or adjacent to the bridge crossing.
If a spill should occur, all use of the crossing by equipment shall cease and the Corps of
Engineers shall be notified immediately. The Corps of Engineers will determine, after
notification, what corrective measures shall be taken by the NCDOT. This may include
the discontinued use and removal of the temporary crossing.
4. Measures shall be taken to prevent any fuel and oil spills during routine servicing of the
crane equipment. If a spill should occur, immediate steps shall be taken to contain and
remediate the spill.
5. A modified Water Quality Certification shall be obtained from NCDENR-DWQ.
6. All other terms and conditions of your Department of the Army permit shall remain in
effect.
Should you have any questions, please contact Mr. Richard Spencer, Wilmington Field
Office, Regulatory Division, at telephone [phone].
Sincerely,
Charles R. Alexander, Jr.
Colonel, U.S. Army
District Engineer
Enclosures
Copies Furnished (with enclosures):
Mr. David Cox
North Carolina Wildlife Resources Commission
512 N. Salisbury Street
Raleigh, North Carolina 27604-1188
Mr. John Hennessy
NCDENR-DWQ
Wetlands Section
1621 Mail Service Center
Raleigh, NC 27699-1621
Mr. Howard Hall
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Chris Militcher
United States Environmental Protection Agency
Raleigh Office
Office of Environmental Assessment
310 New Bern Avenue, Room 206
Raleigh, NC 27601
Mr. Art King
Division Environmental Officer, Division 8
North Carolina Department of Transportation
P.O. Box 1067
Aberdeen, North Carolina 28315
Mr. James J. Rerko, PWS
Division Environmental Officer
North Carolina Department of Transportation
Division 6
P.O. Box 1150
Fayetteville, North Carolina 28302-1150
4

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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF. HIGHWAYS
MOORE COUNTY
8.T560302 R-210A
PROPOSED GRADING, PAVING, DRA7.NAG °,
CULVERTS, STRUCTURES, SIGNING, PAVEbfENT
MARKINGS, AND SIGNALS-ON PROPOSED U.S. 1
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MARKINGS, AND SIGNALS ON PROPOSED U.S. 1
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SCALM AS SHOWN
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DETAIL III

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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MOORE COUNTY
8.TS60302 R-210A
SCALE AS SHOWN
SHEET J OF 6 8 NOVEMEHER 1997
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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DENOTES FILL IN WETLAND MOORE COUNTY
8.1'S6O302
MAR.KIMGS, AND SIGNALS ON PROPOSED U.S. 1
DENOTES FILL IN SURFACE WATER BYPASS FROM SR 2175 AT LAKEVIEW TO NORTHEAS
OF SR 1825
000000 DENOTES TEMP. IMPACT IN WETLAND SCALE AS SHOWN
DUE'TO MECHANICAL CLEARING s
BEYOND CONSTRUCTION LIMITS SHEET-2-1 OF?
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March 12, 2003
S.T. Wooten
Corporation
Mr. Marty C. Tillman, Resident Engineer
North Carolina Department of Transportation
Post Office Box 429
Sanford, North Carolina 27330
Re: Project 6.549008T, Etc.
Lee/Moore County
Subject: Request Permit Modification for Site No. 21 Bridges at
Sta. 81+00-L-+ Over Craines Creek
Dear Mr. Tillman:
Please find attached (8) eight copies of the permit modification we are requesting
at Site No. 21 for the purpose of hauling dirt, as well as, bridge construction. S. T.
Wooten Corporation would greatly appreciate approval in this matter as soon as possible.
In talking with Mr. Richard Spencer with the Corp of Engineers this permit modification
should include all the information that is required for the review process.
Your prompt attention in this matter will be greatly appreciated. If any additional
information is needed please advise.
Sincerely,
S. T. Wooten Corporation
Gregory N. Nelson
Vice President
GNN/dsb
cc: John Brown
?yC P ?p,?i
z eA
PO Box 2408 • Wilson, NC 27894-2408 • 252.291.5165 • Fax [phone]
f
March 12, 2003 ET ADS 1401 CROUP
MD? • APR 1 0 2003
b ? ld QUALITY SECTION
S.T. Wooten
Corporation
Mr. Marty C. Tillman, Resident Engineer
North Carolina Department of Transportation
Post Office Box 429
Sanford, North Carolina 27330
Re: Project 6.549008T, Etc.
Lee/Moore County
Subject: Request Permit Modification for Site No. 21 Bridges at
Sta. 81+00-L-+ Over Craines Creek
Dear Mr. Tillman:
Please find attached (8) eight copies of the permit modification we are requesting
at Site No. 21 for the purpose of hauling dirt, as well as, bridge construction. S. T.
Wooten Corporation would greatly appreciate approval in•.this matter as soon as possible.
In talking with Mr. Richard Spencer with the Corp of Engineers this permit modification
should include all the information that is required for the review process.
Your prompt attention in this matter will be greatly appreciated. If any additional
information is needed please advise.
Sincerely,
S. T. Wooten Corporation
Gregory N. Nelson
Vice President
GNN/dsb
cc: John Brown
?yC PIMp'
+ ri
00
PO Box 2408 • Wilson, NC 2 7894-24 08 • 252.291.5165 • Fax [phone]

DETAILS OF PERMIT MODIFICATION SITE NO. 21
4
PHASE I (See Attached Drawing No. 2) Temporary Haul Road at
Craines Creek for Hauling 175,000 m3 of Dirt:
1. Place temporary filter fabric Type H under timber mats as shown on detail
"A" drawing No. 2 and temporary silt fence adjacent.
2. Place temporary work bridge 27m x 6m attached to timber mats. Temporary
rails 1.067m in height with Type H filter on either side up 605mm to prevent
any earth spillage into Craines Creek in addition, (1) one Laborer will be at
the site with shovel to ke_ep_rnaterial from a. ?y-gxees -buildup.
Temporary impact for this change is omy 0.029 ha increases the impact area
by 0.005 ha with the deletion shown of the areas in the original permit.
4. All temporary mats and temporary bridge will be removed. Therefore, the
placing of timber mats will proceed for the construction of the left and right
lane bridges. (See attached Drawing No. 3)
PHASE II (See Attached Drawing No. 3) Timber Mats for Bridge
Construction
1. The timber mats will be placed as shown on Drawing No. 3, which reduces the
original impact of 0.224 ha to 0.200 ha. Once the concrete girders are set on both
the left and right land bridges the timber mats will be removed only in between
the (2) two bridges. This will enable us to construct the deck and barrier.
2. Bridges are complete, remainder of timber mats are removed and area reclaimed
to original condition.

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BRIDGES 1 us? ? ?.
'7E,1JO.'e47 ?,2ioGE e ?2.4avcS ?,
finish, we can provide you with a bridge that will meet your needs (and budget). Give us
a call to demonstrate what we can do for you! Many sizes in stock and ready to roll.
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Table 1056-1
Physical Property Test Alethod Type 1 Type 2 Type 3 Type 4
(Article 1056-2)
Class A Class B
AJinimurn Roll Width -- -- -- 36' (914.4 nun) 36" (914.4 nun) --
Minimum Fabric Weiglu 1 4 oz./yd' -- --
10.13 kgh»')
Minimum Tensile Strength 2 90 lb. 200 lb. (890 N) 50 lb. (222 N) JOO lb. (445 N) 200 lb.
1400 N) (890 N)
Elongation 2 8D'I Max. 15'1, Agin. 30% Max. 25% Max. --
Alinimum Burst Strength (kPa) 3 150 psi (1034) 400 psi (2758) 100 psi (6S4) J SO psi (1241) 390 psi
(2700)
Alinimum Puncture Strength 4, 4A for Type 4 45 IN t200 N) SO lb. (356 N) 30 lb. (133 N) 60 lb. (367 N) 801bs.
(356 N) .
Apparent Opening Si2e-A1tix/NIJn 5 60/100 30/130 20/50 20/50 30/80
iStandard Sieve) (nun) (.250/0.J50) (0.600/0.115) (0.550/0.300) 10.850/0.300) (0.60/0.18)
Minimum Ultraviolet Exposure 6 SO lb. (356 N) 140 lb. 1623 N) 40 lb. (178 N) 80 lb. (356 N)
Strength Retention
Fungus Resistance 7 No Growth No Growth No Growth No Growth No Growth
Minimum Permeability (Thickness x 8 0.2 cnVsec
Permiuhh,hy)
Minimum Perminitivity 8 0.15 Sec" 0.J5 Sect
(107 Unun/ni) (407 Umin/m)
Typical Applications Shoulder Drain Under Rip Rap Temporary Silt Fence For Soil
Stabilization
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Project: 6.569006t Etc.
Lee-Moore Counties
Permit Modification Site No. 16
Harbour Borrow Pit Haul Road
S.T. Wooten Corporation
Date: April 4, 2003
Sequence of Construction for Harbour Borrow Pit Haul Road
1. We plan to construct a 12m wide haul road as shown on the attached
Drawing No. 2. We plan to haul approximately 185,000 cubic yards
out of this Borrow Site. We figured hauling this material with off road
equipment. We had an environmental impact study completed by
Mr. Jan Gay with Environmental Services, Inc. to identify any wet lands
that might be encountered on the haul road. Mr. Jan Gay identified an area of
impact containing only 0.009 hectares. Please note the location on Drawing No. 1
and No. 2.
2. Please note this is only a temporary impact. We plan to hand clear the
small area in question and place Type 2 filter fabric under the crane
mats as shown on the detail on Drawing No. 2. In addition, we intend
to place temporary silt fence on either side of the crane mats. The
crane mats will be butted together. (each mat 25'x5') We will station
a laborer there to make sure no dirt contaminates this area.
3. This material will be hauled from around April 15, 2003 to March 15,2003.
Once the borrow hauling is completed we propose to replant the wet land
area with pine seedlings on 8'-center to center to replace the ones we have
to hand cut. This area will be reclaimed.
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SCALE
20M 10 0 20M
® DENOTES FILL IN WETLAND
DENOTES EXCAVATION IN WETLANDS
DENOTES FILL IN SURFACE WATER
DENOTES TEMP. IMPACT IN WETLAND
DUE TO MECHANICAL CLEARING
BEYOND CONSTRUCTION LIMITS
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MOORE COUNTY
g d, GSQDoeTFTC ,
PROPOSED GRADING. PAVING, DRAINAGE. FENCING
CULVERTS. STRUCTURES9 SIGNING. PAVEMENT
MARKINGS. AND SIGNALS ON PROPOSED U.S. 1
BYPASS FROM SR 2175 AT LAKEVIEW TO NORTHERS
OF SR 1825
SCALE AS SHOWN
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APR ZGU3
QUALITY SECTjopj
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
f
April 7, 2003 bk M v
0\1 v?
MEMORANDUM TO: Art C. King
Division Operations Officer
FROM: Marty C. Tillman /' `? ?.,.•?+c
Resident Engineer
SUBJECT: Permit Modifications for Site No.I(Bridges @ Little River)
and Site No.16(Harbour Borrow Pit Haul Road)
Site No. 1
The Contractor purposes to construct the main temporary bridge as shown on original
permit (Spans A through G). Then use temporary timber mats to drive steel piles and set
girders while continuing ahead with his temporary structure (Spans G through O) instead
of coming in from the north side. The contractor feels this method will be safer to the
traveling public and could reduce the impact time by approximately two months.
Site No. 2
The Contractor plans to use this area as a borrow pit, a portion of his haul road falls in
wetlands and he therefore requests to use fabric and crane mats to cross this area with his
haul trucks. Once the haul road is no longer needed, they plan to replant the area with
pine seedlings.
Please promptly review these Permit Modification requests and notify us of the results of
your investigation.
cc: File
P.O. BOX 429, SANFORD, NORTH CAROLINA 27330
PHONE [phone] FAX [phone]
f?
STATE OF NORTH CAROLINA A PR 1 0 2003
DEPARTMENT OF TRANSPORTAn(:;47? Q LITYsEC{?
MICHAEL F. EASLEY DIVISION OF HIGHWAYS UNDO TIPPETI"
GOVERNOR (? • SECRETARY
April 7,.2003
MEMORANDUM TO: Art C. King
Division Operations Officer
FROM: Marty C. Tillman ` O /?..rc
Resident Engineer
SUBJECT: Permit Modifications for Site No.I(Bridges @ Little River)
and Site No.16(Harbour Borrow Pit Haul Road)
Site No. 1
The Contractor purposes to construct the main temporary bridge as shown on original.
permit (Spans A through G). Then use temporary timber mats to drive steel piles and set
girders while continuing ahead with his temporary structure (Spans G through O) instead
of coming in from the north side. The contractor feels this method will be safer to the
traveling public and could reduce the impact time by approximately two months.
Site No. 2
The Contractor plans to use this area as a borrow pit, a portion of his haul road falls in
wetlands and he therefore requests to use fabric and crane mats to cross this area. with his
haul trucks. Once the haul road is no longer needed, they plan to replant the area with
pine seedlings.
Please promptly review these Permit Modification requests and notify us of the results of
your investigation.
cc: File

P.O. BOX 429, SANFORD, NORTH CAROLINA 27330
PHONE [phone] FAX [phone]
If

April 4, 2003
oD
Mr. Marty C. Tillman, Resident Engineer
North Carolina Department of Transportation
Post Office Box 429
Sanford, North Carolina 27330
Re: Project 6.549008T, Etc.
Lee/Moore County
Subject: Request Permit Modification for Site No. 16 Harbour
Borrow Pit Haul Road
Dear Mr. Tillman:
V'?ETLANDS1401 OSCUp.
APR 1 0 2003
'VATER QUALITY SECTION
S.T. Wooten
Corporation
Please find attached (8) eight copies of the permit modification we are requesting
at Site No. 16 for the purpose of hauling 185,000 cubic yards of borrow. S. T. Wooten
Corporation would greatly appreciate approval in this matter as soon as possible. In
talking with Mr. Richard Spencer with the Corp of Engineers this permit modification
should include all the information that is required for the review process.
Your prompt attention in this matter will be greatly appreciated. If any additional
information is needed please advise.
Sincerely,
S. T. Wooten Corporation
Gregory N. Nelson
Vice President
GNN/dsb
cc: John Brown
?`°? PiNMi
G
o ?
R;11 ,r a ED
APR 0 7 2003
DIVISIONS
?N O?IHIGHWAYS.
IES1QENT ENGINEER
PO Box 2408 • Wilson, NC 2 7894-24 08 • 252.291.5165 • FAX [phone]

April 4, 2003
?o
Mr. Marty C. Tillman, Resident Engineer
North Carolina Department of Transportation
Post Office Box 429
Sanford, North Carolina 27330
Re: Project 6.549008T, Etc.
Lee/Moore County
Subject: Request Permit Modification for Site No. 16 Harbour
Borrow Pit Haul Road
Dear Mr. Tillman:
S.T. Wooten
Corporation
Please find attached (8) eight copies of the permit modification we are requesting
at Site No. 16 for the purpose of hauling 185,000 cubic yards of borrow. S, T. Wooten
Corporation would greatly appreciate approval in this matter as soon as possible. In
talking with Mr. Richard Spencer with the Corp of Engineers this permit modification
should include all. the information that is required for the review process.
Your prompt attention in this matter will be greatly appreciated. If any additional
information is needed please advise.
Sincerely,
S. T. Wooten Corporation
Gregory N. Nelson
Vice President
GNN/dsb
cc: John Brown
_ ? 00
o
APR 0 7 2003
DIVISION 8
'DW*N OF HIGHWAYS
RESIDENT ENGINEER
PO Box 2408 • Wilson, NC 2 7894-2408 • 252.291.5165 • FAX [phone]
r
KTL, NDS/401 O OUp
APR 1 0 2003
W" T PI QUALITY SECTION

At"
April 4, 2003
S.T. Wooten
Corporation
Mr. Marry C. Tillman, Resident Engineer
North Carolina Department of Transportation
Post Office Box 429
Sanford, North Carolina 27330
Re: Project 6.549008T, Etc.
Lee/Moore County
Subject: Request Permit Modification for Site No. 1 Bridges at
Sta. 25+19-L-+ Over Little River
Dear Mr. Tillman:
Please find attached (8) eight copies of the permit modification we are requesting
at Site No. 1 for the purpose of the new construction of the dual-bridges. S. T. Wooten
Corporation would greatly appreciate approval in this matter, as soon as possible. In
talking with Mr. Richard Spencer with the Corp of Engineers this permit modification
should include all the information that is required for the review process.
Your prompt attention in this matter will be greatly appreciated. If any additional
information is needed please advise.
Sincerely,
S. T. Wooten Corporation
Gregory N. Nelson
Vice President
GNN/dsb
cc: John Brown
?yC INp+
I 00
c i
d?J 0?
ncT
APR 0 7 2003
101VI N e
WON Of HIGHWAYS
M MEW ENGWO
PO Box 2408 - Wilson, NC 27894-2408 • 252.291.5165 • Fax [phone]
r
tr..,.
April 4, 2003
k
S.T. Wooten
Corporation
Mr. Marty C. Tillman, Resident Engineer
North Carolina Department of Transportation
Post Office Box 429
Sanford, North Carolina 27330
Re: Project 6.549008T, Etc.
Lee/Moore County
Subject: Request Permit Modification for Site No. 1 Bridges at
Sta. 25+19-L-+ Over Little River
Dear Mr. Tillman:
Please find attached (8) eight copies of the permit modification we are requesting
at Site No. 1 for the purpose of the new construction of the dual bridges. S. T. Wooten
Corporation would greatly - appreciate approval in this matter as soon as possible. In
talking with Mr. Richard Spencer with the Corp of Engineers this permit modification
should include all the information that is required for the review process.
Your, prompt attention in this. matter, will be greatly- appreciated. If any additional
information is needed please 'advise.
Sincerely,
S. T. Wooten Corporation .
Gregory N. Nelson
Vice President
GNN/dsb
cc: John Brown TIN
- APR 0 7 2003
DIVISION 8
bh%*N OF HIGHWAYS
00RESIDENT ENGINEEP
?A' °+: PO Box 2409 • Wilson, NC 27894-2408 • 252.291.5165. • Fax [phone]
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ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical v Construction Materials ® Environmental
Mr. Gregory Nelson
S.T. Wooten Corporation

April 1, 2003
PO BOX 2408
Wilson, NC 27894-24080
?N
RE: Estimate of Consolidation Under Crane Mats at US 1 and Little Creek, Moore
County, NC
ECS Project #11303
Dear Mr. Nelson:
As requested ECS has evaluated the potential consolidation of the native soils at the site
under the anticipated 300 pounds per square foot load.
We understand that the crane pad will consist of 24-foot long oak mats set in two layers
perpendicular to each other, with the joints staggered.
ECS has reviewed the logs of the borings advanced by, S.&ME, Inc. Based on the
conditions encountered in those borings, it is our opinion. that the majority of
consolidation would likely occur in the upper 2 to 3 'feet. Therefore relatively
undisturbed samples of the--soil-were obtained from the surface to a depth of 3 feet.by
hand augering and driving"Shelby tubes.
The soils recovered consist of a few inches of topsoil underlain by brown fine sandy low : -
plasticity CLAY. Below the CLAY layer, a brown medium to coarse grained SAND was
encountered to the depth explored. The depth to the sand layer varied from 6 inches to 24
inches below the ground surface.
It is our opinion that the majority of permanent settlement will occur in the clay
encountered to depths of 6 to 24 inches. The deeper soils are anticipated to behave in a
relatively elastic manner, rebounding after the loads are removed.
In our opinion, approximately %4 to %Z of an inch of settlement will occur under the
specified load. Settlement of up to % of an inch will not, in our opinion, adversely effect
plant growth or other biological functions in the soil over the long run.
- 5,51511.1??J.JJ J,.
Please call if you have any questions, or if we can be of further assistance.
W r
Respectfully, . -
a SEAL
ENGINEERING CONSULTING SERVICES, LTD % 2 2 7 4 9
0
G1??.11tC?._ s
Ill, I lit}
Chris M. Caton Thomas V. Admay, P.E. Engineering Geologist Principal Engineer
P. O. Box 12015, Research Triangle Park, North Carolina 27709 • [phone] • FAX [phone] • www.*ecslimited.com
Aberdeen, MD* • Atlanta, GA • Austin, TX • Baltimore, MD • Chantilly, VA • Charlotte, NC • Chicago, IL • Cornelia, GA* • Dallas, TX • Danville, VA* • Frederick, MD . Fredericksburg, VA
Greensboro, NC • Greenville, SC • Norfolk, VA • Research Triangle Park, NC • Richmond VA • Roanoke, VA • San Antonio, TX • Williamsburg, VA • Wilmington, NC . Winchester, VA
1 *Testing Services Only

Project: 6.549008T, 6.569006T, 6.569007T
Lee, Moore Counties
Permit Modification to Site No. I
Bridge Construction at Little River
Original Permit Date 9-26-02
Sequence of Construction for the Dual Bridges over Little River
Phase I Construction for the Temporary Bridge and new Dual Bridges
1. We will construct the main temporary Bridge as shown on original permit.
Once this is complete, we purpose to use the Temporary Timber Mats to drive the
steel piles and set the concrete girders. Please find attached the
soil compaction results prepared by Engineering Consulting Services, Ltd.
based on the maximum loading capacity of 300 lbs per square foot the
settlement will be about 1/a" to !/2". This will not adversely affect the plant
growth or other biological functions over the long run. As shown on drawing no 2
Type 2 filter fabric will be placed under two layers of 24'x5' crane mats set
perpendicular to the temporary bridge with joints being staggered. The
Phase I construction consists of installing 650' feet of temporary work bridge
to construct the new structures from Span A through Span G.
Phase H Construction for the Temporary Bridge and new Dual Bridges
1. We will proceed removing the. 650' feet of temporary bridge from Span A to Span
G. Each span of the temporary bridge will move forward working from Span G to
Span O until the completion of the other half of the temporary bridge.
As in Phase I, we will use fabric and temporary mats as shown on drawing
No. 1 to drive piles, and set the concrete girders. We chose this method because
we do not want to endanger the traveling public by hauling materials on old US 1
to construct phase H of the temporary bridge. This procedure also cuts about of 2
months of additional time from the construction sc edule at s ocation. Once
the new dual bridges are
completed we will remove the 650' feet of temporary bridge from Span G to Span
O at End Bent # 2.
Notes: The temporary mats will not be used if we our not driving piles
or setting concrete girders.
The construction schedule for this location is from April 15, 2003 to
March 1, 2005.
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M?7F4
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
July 11, 2003
US Army Corps of Engineers
Wilmington District Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
??TO
? ?0
jut 1 5 200,E
L1 4cC
SUBJECT: INDIVIDUAL PERMIT MODIFICATION REQUEST FOR US 1 FROM
NORTH OF LAKEVIEW TO SOUTH OF SANFORD, MOORE/LEE
COUNTIES, TIP NO. R-210. $200.00 - DEBIT WORK ORDER
#8T560302 (WBS 34330.1.1)
On October 4, 2002 and July 19, 2002 respectively, the United States Army Corps
of Engineers (USACE) 404 Individual Permit (Action ID # 199300570) and the. North
Carolina Division of Water Quality (DWQ) 401 Water Quality Certification (WQC #
3344) were issued for the subject project. These permits authorized construction of
Transportation Improvement Program (TIP) Number R-210, Sections A, B and C.
Construction has begun on the project. The purpose of this correspondence is to request a
permit modification for the subject project.
TEMPORARY IMPACTS
As previously noted, construction has begun on this project. The Contractors
have requested modifications for three sites. The reasons for these modifications were
discussed with personnel from the USACE and DWQ on May 8 and May 9, 2003
respectively. The reasons are restated, and in some cases further clarified, in this cover
letter. The Contractor has provided detailed drawings and descriptions of each site as
well as supporting information when appropriate. This information is contained in the
appropriate Appendix. The location of each of the sites is noted in the vicinity maps in
Appendix A. The sites are summarized as follows.
SECTION R-210 A SITE 1: This is the crossing of the Little River. This river has been
assigned a best usage classification of WS-III HQW by the DWQ and considered a high
quality wetland for design purposes. The original permit called for a temporary work
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.DOH. DOT. STATE. NC.US RALEIGH NC
RALEIGH NC 27699-1548
t i
bridge to be constructed between the permanent dual bridges. Work spurs, also bridged,
are to be placed on either site of the work bridge to facilitate the construction of the bents
for the superstructures. The work bridge was to be constructed on one side of the Little
River, removed, and transported back along existing US 1 so it could be reassembled on
the other side of the.Little River.. The original drawing is provided in Appendix B, page
B 1. The Contractor is requesting two modifications from this original design.
The first request is to place a temporary span across the Little River, thus creating one
long work bridge. There will be NO impacts to surface waters as the Little River will
be spanned completely. The construction sequence is depicted on page B2.
Temporary work pads A - H are currently in place facilitating construction of the dual
bridges (Phase I). As each section of the dual bridges is completed, the contractor is
proposing to begin removing each work pad, beginning with pad A, and move it
forward along the work bridge and incrementally set pads I - O (Phase II). The
advantages to this design are threefold:
• It is expected to allow removal of each work pad 2 months sooner than the original
design, thus reducing the time of temporary wetland impacts
• It will eliminate the need to haul the temporary mats back along existing US 1 and
endanger the traveling public as well as the construction personnel
• It saves time and money
This modification will not result in any additional jurisdictional temporary impacts to
the Little River and the surrounding wetlands, only temporary shading from the span
over the river.
2. The second modification request is to use temporary work mats as opposed to bridged
work pads for each of the work spurs. The reason for this request is that the original
design did not consider the low clearance of the dual bridges over the Little River
floodplain. The clearance at the start of the bridge is less than one foot and is six feet
at its maximum at the Little River. Since the work spurs must be located below the
level of the girders supporting the superstructure, the spurs will be located at ground
level at most every location, making it senseless to drive piles to support the work
pads. This situation would also leave no room for removal of the piles, structural steel,
and timber decking of the work spurs once the girders for the superstructure are in
place, essentially making this method of construction impracticable.
In order to avoid this conflict, the contractor proposes to place Type 2 filter fabric
under two layers of 24'x5' crane mats set perpendicular to the temporary bridge with
joints being staggered as shown in detail section "AA" on page B3 and referenced on
page B2. Other figures are also provided on page B3 for informational purposes. The
physical properties of this filter fabric are provided on page B5. Based on the
maximum loading capacity of 300 lbs per square foot on the mats, only '/4" to '/2" of
soil compaction (settlement) is expected. This is the result of an investigation by
Engineering Consulting Services, Ltd., included at page B4. Such an impact is not
anticipated to adversely affect vegetation growth in this area. Utilizing the timber mats
is anticipated to require 180 days of construction time (6 days x 15 spans x 2 sides) as
opposed to 420 days required for work pads (14 days x 15 spans x 2 sides). This same

method of construction was requested and subsequently approved by the agencies in
building of the bridges for the Deep Run Bypass (TIP R-2001 B).
The mats and filter fabric will NOT be removed if the Little River has escaped its
banks and flooded the construction site. If this situation occurs, the contractor will
wait for the floodwaters and Little River to recede back to within the existing channel
before removing the mats and filter fabric. This design change will result in no
additional impacts to the site and will reduce the temporary impact time by
approximately 240 days.
SECTION R-210 A SITE 16 (Harbour Borrow Site): In the early development stages of
this permit modification, it was anticipated that the haul road to access the Harbour
Borrow Site would result in 0.02 acre of temporary wetland impact. However, the haul
road is now located such that there are no wetland impacts. Michael Wood of The Catena
Group performed this field determination on June 24, 2003. Therefore, there will be no
jurisdictional impacts associated with this haul road. A drawing (C 1) showing the
placement of the haul road in relation to the project is being provided in Appendix C for
informational purposes.
SECTION R-210 A SITE 21: This is the crossing of Cranes Creek. This creek has been
assigned a best usage classification of WS-III by the DWQ. The original permit design
and placement of the temporary work pads is shown on page D1. The Contractor is
proposing to construct a temporary haul road (consisting of timber mats) and temporary
bridge to facilitate construction of the permanent bridge crossing of Cranes Creek. This
construction is being shown in two phases. By using this two-phased method, the time
required for the temporary impacts will be decreased by 3 months. The placement of the
haul road and minor reconfiguration of temporary work mats will result in a total increase
in temporary wetland impacts of 0.01 acre. However, it is believed that this slight
increase will be offset by the reduction in the amount of time of the temporary impact.
• Phase 1 (page D2) consists of constructing the haul road and the temporary bridge.
The temporary haul road will consist of Type 2 filter fabric (page 135) placed
under timber mats. A silt fence will be constructed on either side of the timber
mats as shown in Detail "A" on page D2 to contain any spillages. Two temporary
work bridges placed side by side, as shown on page D4, will be placed across
Cranes Creek connecting the haul roads. Temporary 42" handrails covered by 24"
of filter fabric (Detail `B" on page D2) will be constructed to contain any
spillages on the bridge. In addition, a laborer will be at the site with a shovel to
ensure there is no build up of material that could fall into jurisdictional areas.
This design allows a hydraulic opening of approximately 15 meters, which is the
same as proposed in the original permit. Once in place, approximately 175,000
m3 of material will be moved across the bridge. This is expected to take 4-5
months to complete, after which the haul road and bridge will be removed and
Phase II will begin.
• Phase II is detailed on page D3. It is anticipated that Phase II will take 9-10
months to complete.
f
SECTION R-210 B SITE 10: This site is the crossing of the CSX Railroad and an UT to
Little Crane Creek. This stream has been assigned a best usage classification of WS-III
by the DWQ. The original permit showing the work pad in this area is provided in
Appendix E, page E I. However, since the time this permit was issued, new federal
regulations have been enacted that require all cranes performing work on bridges over
railroads to be large enough to handle 150% of the designed loading capacity. This has
resulted in a larger crane having to be employed on this site. Accordingly, the work pads
have had to be re-configured. Both the original plan and the revised plan are shown on
drawing page E2. While the re-configured pads have been shortened, they have also been
widened. This will result in a net increase of 0.02 acre of temporary wetland impact. In
addition, the original plan called for the 33 feet of the UT to Little Crane Creek to be
temporarily piped under the mainline of the work pad. But since the spur pads will have
to be widened, a longer stretch of the tributary will need to be temporarily piped, resulting
in an increase of 50 linear feet, for a total temporary impact of 83 linear feet of channel
(page E3). Due to the need for the enlarged work pads, there was no way to avoid the
increased impacts to the UT.
DESIGN CHANGES
PREFORMED SCOUR HOLES. In order to eliminate direct discharges into streams and
to further minimize construction impacts to water quality, NCDOT has installed
preformed scour holes (PSH) at strategic locations throughout the project. These devices
are installed at the outlet of some of the road drains and are designed to reduce the,
discharge from these drains to non-erosive velocities. The typical PSH covers
approximately 100 ft2 of area.
Some of the PSH have had to be located in wetlands along the project, however
they all fall within the mechanized cleared areas. Since the mechanized cleared zones are
10 feet from the edge of the fill slope and have been considered permanent impacts, no
additional wetland impacts will be realized from the installation of the PSH. They do,
however, represent a design change from what was permitted in the original application.
Therefore, revised permit drawings are being provided in Appendix F for the following
sites all in Section R-210 A: 10, 15, 19, and 21. The drawing for site 10 replaces permit
drawings 19 and 20 of 58 in the original application. Please note that the PSH have NOT
been drawn to scale on these drawings, but have been enlarged to aid in identifying their
positioning on the project.
SITE 16. Site 16 in Section R-210 A has been redesigned to eliminate the direct
discharge into the stream. The drain has been rerouted to discharge along a grassed Swale
at non-erosive velocities. This drawing is included in Appendix G.
CONCLUSION
The temporary impacts requested in this modification will increase the total
temporary wetland impacts by 0.03 acre and the temporary stream impacts by 50 linear
feet. However, these modifications will collectively decrease the length of time of the
temporary wetland impacts by slightly more than 2 years (25 months). The restoration
efforts for these impacted areas are detailed in appropriate appendices. No additional
restoration is proposed. The other Design Changes will not result in any additional
impacts within jurisdictional areas, but represent a change from what was originally
permitted and therefore will require authorization from the permitting agencies.
REGULATORY APPROVALS
It is requested that these modifications be authorized via a modification of the
Section 404 Individual Permit. (Action ID # 199300570). We also request that the
Section 401 Water Quality Certification (WQC # 3344) be modified. In compliance
with Section 143-215.3D(e) of the NCAC we are electronically providing $475.00 to act
as payment for processing the Section 401 permit application as previously noted in this
application (see Subject line).
If you have any questions or need any additional information, please contact Mr.
Michael Wood at [phone].
Sincerely,
Gregory Thorpe, PhD, Manager
Project Development & Environmental Analysis
cc: Mr. David Franklin, USACE, Wilmington (Cover Letter Only)
Mr. John Dorney, NCDWQ (7 copies)
Mr. David Cox, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Gary Jordan, USFWS
Mr. John Sullivan, III, FHWA
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Bill Rosser, P.E., Division 8 Engineer
Mr. Art King, Division 8 Environmental Officer
Mr. Michael Wood, The Catena Group
i
ei
5
M O N
SandMI, R.
rerdel Mar
LL.
VICINITY'

AW
O 1 2 3 MILES
SGAi-E
i
alcon
Sale of Miles
5 10 20 ?p
10 20 30 _...:40, 48
Scale of Kilometers
X193
191
{06.1.0
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF. HIGHWAYS
MOORE COUNTY
8.T560302 R-210A
PROPOSED GRADING, PAVING, DRAINAGE, FENCING
CULVERTS, STRUCTURES, SIGNING, PAVEMENT
MARKINGS, AND SIGNALS. ON PROPOSED U.S. 1
BYPASS FROM SR 2175 AT LAKEVIEW TO NORTHEAST
OF SR 1825.
SCALE AS SHOWN
SHEET I OF NOVEMEBER 1997
S.
SITE MAP
SCSI L E
O 6-Lb /oaoM
low
/: Z?UDD
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MOORE COUNTY
8.T560302 R-210A
PROPOSED GRADING, PAVING, DRAINAGE, FENCING
CULVERTS, STRUCTURES, SIGNING, PAVEMENT
MARKINGS, AND SIGNALS ON PROPOSED U.S. 1
BYPASS FROM SR 2175 AT LAKEVIEW TO NORTHEAST
OF SR 1.825.
SCALE AS SHOWN
SHEET Z OF NOVEMEBER 1997
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VICINITY MAP
(NOT TO SCALE) '
VICINITY
MAPS
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MOORE/ LEE COUNTY
PROJECT: 6-569003T (R-210B)
US 1 FROM NORTH OF SR 1825
TO NORTH OF SR 1182
SHEET 4 OF
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r Site 16
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MOORE COUNTY
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MATCHLINE SITE MAP 1
SITE MAP - 2
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
MOORE/ LEE COUNTY
PROJECT: 6.569003T (R-210B)
US 1 FROM NORTH OF SR 1825
TO NORTH OF SR 1182
SHEET 4.5 OF $,. 8/ 2/ 99
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MAY-14-2003 10:00 ECS LTD.
ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
W. Gregory Nelson
S.T. Wooten Corporation
PO BOX 2408
Wilson, NC 27894-2408
919 544 9082 P.02
May 13, 2003
AE: Estimate of Consolidation Under Crane Mats at US I and Little Creek, Moore
County, NC
ECS Project #11303
Dear Mr. Nelson,
As requested ECS has evaluated the potential consolidation of the native soils at the site
under the anticipated 300 pounds per square foot load.
We understand that the crane pad will consist of 24-foot long oak mats set in two layers
perpendicular to each other, with the joints staggered.
ECS has reviewed the logs of the borings advanced by S&ME, Inc. Based on the
conditions encountered in those borings, it is our opinion that the majority of
consolidation would likely occur in the upper 2 to 3 feet. Therefore relatively
undisturbed samples of the soil were obtained from the surface to a depth of 3 feet by
hand augering and driving Shelby tubes.
The soils recovered consist of a few inches of topsoil underlain by brown fine sandy love
plasticity CLAY. The CLAY layer was encountered at approximately 2 inches below the
ground surface with a layer thickness ranging from 4 to 22 inches. Below the CLAY
layer, a brown medium to coarse grained SAND was encountered to the depth explored, 3
feet. The depth to the sand layer varied from 6 inches to 24 inches below the ground
surface.
It is our opinion that the majority of permanent settlement will occur in the CLAY
encountered to depths of 6 to 24 inches below the ground surface. The deeper soils are
anticipated to behave in a relatively elastic manner, rebounding after the loads are
removed.
In our opinion, approximately %4 to V2 of an inch of settlement will occur under the
specified load. Settlement of up to %2 of an inch will not, in our opinion, adversely effect
plant growth or other biological functions in the soil over the long run.
Respectfully,
ENGINEERING CONSULTING SERVICES, LTD
•
?27?9 a
11001
':.''
Chris M. Caton Thomas V. Admay, P.B.
'9nn:T,F-A.rincr CtPnlnoict Principal
P. o. Box 12015, Research Triangle Park, North Carolina 27709 - [phone] - PAX (919) SAA-0810 - I-804-327=5832 - wv
n
At+tadrae. MD- • AUmtL GA • A» 9 i1L tX • 9alfiMMr, MD- Cttantiliy, VA, Churlotk, NC' Chiatgo, tL - Comc ia. GA° - Dallas TX • DaaviHr VA° - Fredoick MD - £•ee?bum, VA
Gtix A=4 NC, Greenville, SC • Ncdok VA, Resw2isch Trianglr Park. NC • Rkinnomi. VA - ttmtmke: VA - San Antamio, TX • willbunsbaug, VA • Wilmington, NC • W imbestar, VA
`'resting Services Only
TOTRL P.02
',. 05/14/03 WED 10:00 [TX/RX NO 69681
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Table 1056-1
Physical Property Test Method
(
article 1056-21 Type I Type 2 'T'ype 3 Type 4
.
Class A C1315] It
Minimum Rill Width -- -- -- 16" (914.4 muu 36" (914.4 mm) --
Minimum Fabric Weieltt I 4 oz./yd'- -- -- -- --
(0.13 kg/n)
Minimum Tensile Strength _ 90 lb. 200 lb. (890 N) 50 lb. (222 N) 100 lb. (445 N) 200 lb.
1400 N) (890 N)
Elongation 3018 Max. IS';n Min. 301,,'• Max. 25% Max. --
nlinimum Burst Suengdt II:Pa, 150 psi (1034) 400 psi (2755) 100 psi (684) 180 psi (1241) 390 psi
(2700)
hlininwm Puncture Strength 4. 4A for Type 4 45 lb. (200 N) 80 lb. (356 N) 30 lb. (133 N) 601b.(267 N) 80 lbs.
(356 N)
Apparent Opening Size-Max/Nlin 5 60/100 30/130 20/50 20/50 30180
(Standard Siege) (nun) 1'50/0.150) (0.1100/0.115) (0.850/0300) 10.850/0.300) (0.60/0.18)
Mininuu» Ultraviolet Exposure 6 80 lb. (356 N, 140 lb. 1623 N) 40lb.(178 N) 80 I1b.(356 N)
Strength Retention
Fungus Resistance 7 No Gromb No Growth No Grump No Growth No Grouili
Minin»u» Permeability (Thickness x 8 0.2 cnUsec
Permiuitisity7
Minimum Permititicity 8 0.15 See" 0.15 Sec"
-
(407 Umin/m) (407 U»un/m=)
Typical Applications Shoulder Drain Under Rip Rap Temporary Silt Fence For Soil
Stabilization
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A
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finish, we can provide you with a bridge that will meet your needs (and budget). Give us
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12905ft^2
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20.00 m
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original plan
-
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1265 m^2
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listed mat area for plan and proposed details are
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digitized and scaled to scale listed on plan sheet
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