20001232 Ver 1_Complete File_20000925 (4)

IF INCORRECT RETURN TO
f=~eRTiueuT OF TRANSPORTATION
Warrant NO. 1059760 CONTROLLER'S OFFICE
RALEIGH- NC 27699-1515 43381 0452 007
Date 09-15-2000
INVOICE NUMBER INVOICE DATE P R HA E RD
OR CONTRACT INVOICE AMOUNT (-) DISCOUNT (+) FREIGHT NET AMOUNT

i 09-14-2000 475.00 475.00
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PROGRAM ~ /~
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May 31, 2005 9~~ s
Mr. Steve Lund
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Dear Mr. Lund:
Subject: R-2206B/C, NC 16 Improvements, Lincoln and Catawba Counties
USACE Action ID Number 200431320
Reference: EEP Mitigation Acceptance Letter dated August 14, 2004 and Revised
EEP Mitigation Acceptance Letter dated October 21, 2004
The purpose of this letter is to revise the mitigation strategy that was proposed in the
above referenced mitigation acceptance letters and in the executed 404 Individual Permit issued
on June 15, 2004. The Ecosystem Enhancement Program (EEP) will still provide the wetland and
stream mitigation required for the subject project. This letter replaces the mitigation strategy
letter issued on August 14, 2004, and revised on October 21, 2004.
The impacts associated with this project are located in Cataloging Unit (CU) 03050101 of
the Catawba River Basin; however, the impacts are split between the Central and Southern
Piedmont Eco-Regions. These two sections of R-2206 will impact a total of 3.998 acres riverine
wetlands, 2.221 acres of non-riverine wetlands and 13,320.9 feet of stream. The EEP intends to
utilize high quality preservation to offset the majority of the wetland and stream impacts for this
project. The EEP proposes to revise only the stream mitigation strategy for impacts located in the
Southern Piedmont Eco-Region. The .mitigation strategy for the impacts located in the Central
Piedmont will remain in place as proposed.
The change in the mitigation strategy is required due to the decreased amount of surplus
mitigation assets within CU 03050101 of the Catawba River Basin and due to a decreased amount
of high quality preservation available at the Broad River Greenway mitigation site. The reduction
in available mitigation assets within CU 03050101 of the Catawba River Basin is due to an error
in information obtained on the Pott Creek Full Delivery Mitigation site. The assets were
accidentally listed in CU 03050101; however, the site is in fact located in CU 03050102 in the
same river basin. Therefore, the utilization of the Pott Creek site was not an option to offset the
impacts associated with this project. The EEP is recommending modifying the mitigation
strategy for impacts located within the Central Piedmont Eco-Region to utilize available high
quality preservation assets as outlined in the Tri-Party MOA between the N. C. Department of
Environment and Natural Resources, the N. C. Department of Transportation, and the U. S. Army
Corps of Engineers executed on July 22, 2003.
,.~ ,~~
North Carolina Ecosystem Enhancement Program,1652 Mail Service Center, Raleigh, NC 21699-I b52 / 919-115-041b / www.raceep.net

The Broad, River Greenway mitigation site was originally purchased as a threatened and
endangered species mitigation site for the Shelby Bypass; however, after discussions with the
resource agencies, it was agreed that the site could be utilized in EEP's high quality preservation
''program~for stream preservation mitigation. Initially, it was estimated that the site would contain
approximately 80,000 linear feet of stream preservation to utilize during the transition for projects
located in the Southern Piedmont Eco-Region. However, after further field reviews, it was
discovered that the site would contain approximately 20,3591inear feet of stream preservation.
The EEP did not learn of this significant change in linear stream footage until after the
mitigation strategy letters were issued to the USAGE and the 404 Individual permit was issued to
the NCDOT. The USAGE agreed to allow the Individual permit to remain as written with the
understanding that once the EEP obtained other high quality preservation sites in the Southern
Piedmont to replace the over committed portions of the Broad River Greenway, a revised
mitigation strategy would be presented to the USAGE. Below is a breakdown of the wetland and
stream impacts associated with this project divided by the eco-region and the proposed mitigation
strategy:
Central Piedmont. CU 03050101 (Impacts: 0.593 acre riverine• 1 866 acres non-riverine•
and 1.939.3 feet of stream):
I[tiverine Wetland Mitigation:
Hieh Quality Riverine Wetland Preservation (10.1) in same eco-re ion 5 93 acres,
Allen Site, Franklin County
Non-Riverine Wetland Mitigation:
H_ _ i~h Quality Non-Riverine Wetland Preservation (10.1) in same eco-re ig_on_(18 66 acres)
Stevens Pennys Bend, Durham County
Stream Mitigation:
High Quality Stream Preservation (10:1) in same eco-re ion 19 393 feet)
Haw River -Duke Forest, Chatham County
Southern Piedmont. CU 03050101 (Impacts• 3 405 acres riverine• 0 355 acre non riverine•
and 11.381.6 feet of stream):
Riverine Wetland Mitigation:
H__ i~h Quality Riverine Wetland Preservation (10.1) in same eco-region (34 OS acres)
Drowning Creek II/Rankin, Richmond and Moore Counties
Non-liverine Wetland Mitigation:
High Quality Riverine Wetland Preservation (10:1) in same eco-re ion (3 55 acres
Drowning Creek II/Rankin, Richmond and Moore Counties

~i1
Stream Mitigation:
High Ouality Stream Preservation (10.1) in same eco region (113 816 feet)
Linville White Creek, Burke County* 45 863 feet
Broad River Greenway, Cleveland County 7409 feet
Drowning Creek IURankin, Richmond and Moore Counties 25,229 feet
Rankin Gaston, Gaston County 18 300 feet
Canal Branch (Bishop), Anson County 5728 feet
Uwharrie River Bluff, Yadkin County 1 X467 feet
Lone Mountain, Rutherford County 8000 feet
Wimberly, Moore County 1,820 feet
*Linville White Creek is located in the Northern Mountains eco-region; however the site is
located within Cataloging Unit 03050101 of the Catawba River Basin.
In the revised mitigation strategy, EEP does propose to continue utilizing some of the
stream preservation available at the Broad River Greenway mitigation site. After the debits are
made to the above referenced high quality preservation sites, all the mitigation sites, with the
exception of Broad River Greenway (4,320 feet of stream mitigation remaining) and the
Wimberly mitigation site (1,231 feet of stream mitigation remaining), will fully utilize the
available stream preservation. .
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District dated
July 22, 2003. The wetland and stream mitigation for the project will be provided in accordance
of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
~~
it ' D. Gilmore, P.E.
EEP Director
cc: Mr. Ken Jolly, USACE -Wilmington District
Mr. Phil Harris, Office of Natural Environment, NCDOT
Mr. John Hennessey, Division of Water Quality, Wetlands/401 Unit
File: R-2206B/C Revised

{ ~ _ ,
~~
MICHAEL F. EASLEY
GOVERNOR
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
August 9, 2005
LYNDO T[PPETT
SECRETARY
Dear Sir: -
Subject: Relocation of NC 16 from north of NC 73 to SR 1895 at existing NC
16 north of Chronicle. Lincoln and Catawba Counties; Federal Aid No.
F-24-1(34); State Project No. 8.1830501; TIP No. R-2206 B/C.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement
Program (EEP) provide confirmation that EEP is willing to provide compensatory
mitigation for the project in accordance with the Memorandum of Agreement (MOA)
signed July 22, 2003 by the U. S. Army Corps of Engineers (USAGE), the North Carolina
Department of Environment and Natural Resources (NCDENR) and the North Carolina
Department of Transportation (NCDOT). Please refer to the revised EEP mitigation
Acceptance Letter dated May 31, 2005. -
The NCDOT is impacting an additional _75 linear feet of the tributary to-Forney Creek (a
warm water, class C stream) at Station -Y9-18+46 Lt. to 18+56 due to the placing of
riprap: -
Please send the letter of confirmation to Mr. Steve Lund (USAGE Coordinator) at U. S.
Army Corps of Engineers Asheville Regulatory Field Office (151 Patton Avenue, Room
208 Asheville, North Carolina 28801-5006). Mr. Lund's FAX number is [phone].
The project has already let and is currently under construction.
In order to satisfy regulatory assurances that mitigation will be performed, the NCDWQ
requires a formal letter from EEP indicating their willingness and ability to provide the
mitigation work requested by NCDO ennesse of NDCDWQ,gwith copies submitted to
confirmation be addressed to Mr. John H y
NCDOT.
MAILING ADDRESS:
NC DEPARTPAEIIT DF TRANSPORTATION
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION, ~"~ti
TELEPHONE: [phone]
FAX: [phone]
WE8S1rE: WW~/.NCD07.OkG
LOCATION:
TRAfISPORTATION Bt11LUING
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RA.LEI ,rt NC

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If you have any questions or need additional intormatiem please; call titr. Chris
Underwood at (9l9) 715-1-~~ 1.
Sincerely,
7
~`~
G egory J. Thorpe, Ph
Environmental Management Director
Project Development & Environmental Analysis Branch
cc:
~Ir. John Hennessy, NCDWQ
Ms. Polly Lespinasse, NCDWQ
Mr. Steve Lund, USACE
Ms. Linda Fitzpatrick, NCDOT Natural Environment Unit
Mr. Omar S. Sultan, NCDOT Project Management/Scheduling Unit
Mr. Todd Jones, NCDOT External Audit Branch

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PROGRAM
~~lay 31,'_'006
Mr. StCVe Lund
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
DearMr. Lund:
Subject: R-2206B/C, NC 16 Improvements, Lincoln and Catawba Counties
USACE Action ID Number 200431320
Reference: EEP Mitigation Acceptance Letter dated August 14, 2004 and Revised
EEP Mitigation Acceptance Letter dated October 21, 2004
The purpose of this letter is to revise the mitigation strategy that was proposed in the
above referenced mitigation acceptance letters and in the executed 404 Individual Permit issued
on June 15, 2004. The Ecosystem Enhancement Program (EEP) will still provide the wetland and
stream mitigation required for the subject project. This letter replaces the mitigation strategy
letterissued on August 14, 2004, and revised on October 21, 2004.
The impacts associated with this project are located in Cataloging Unit (CL~ 03050101 of
the Catawba River Basin; however, the impacts aze split between the Central and Southern
Piedmont Eco-Regions. These two sections of R-2206 will impact a total of 3.998 acres riverine
wetlands, 2.221 acres of non-riverine wetlands and 13,320.9 feet of stream. The EEP intends to
utilize high quality preservation to offset the majority of the wetland and stream impacts for this
project. The EEP proposes to revise only the stream mitigation strategy for impacts Iocated in the
Southern Piedmont Eco-Region. The mitigation strategy for the impacts located in the Central
Piedmont will remain in place as proposed.
The change in the mitigation strategy is required due to the decreased amount of surplus
mitigation assets within CU 03050101 of the Catawba River Basin and due to a decreased amount
of high quality preservation available at the Broad River Greenway mitigation site. The reduction
in avar7~able mitigation assets within CU 03050101 of the Catawba River Basin is due to an error
in information obtained on the Pott Creek Full Delivery Mitigation site. The assets were
accidentally listed in CU 03050101; however, the site is in fact located in CU 03050102 in the
same river basin. Therefore, the utilization of the Pott Creek site was not an option to offset the
impacts associated with this project. The EEP is recommending modifying the mitigation
strategy for impacts located within the Central Piedmont Eco-Region to utilize available high
quality preservation assets as outlined in the Tri-Party MOA between the N. C. Department of
Environment and Natural Resources,-the N. C. Department of Transportation, and the ~. S. Army
Corps of Engineers executed on July 22, 2003.
.. : , , . - NCDENR
North Carolioa Ecosystem Enhancement Program, 1652 Mail Ser~iice Center, Raleigh, NC %1699-1652 ! 919-715-0476 / www.nceep.net

i,
The Broad River Greenway mitigation site was originally purchased as a threatened and
endangered species mitigation site for the Shelby Bypass; however, after discussions with the
resource agencies, it was agreed that the site could be utilized in EEP's high quality preservation
program for stream preservation mitigation. Initially, it was estimated that the site would contain
approximately 80,000 linear feet of stream preservation to utilize during the transition for projects
located in the Southern Piedmont Eco-Region. However, after further field reviews, it was
discovered that the site would contain approximately 20,359 linear feet of stream preservation.
The EEP did not learn of this significant change in linear stream footage until after the
mitigation strategy letters were issued to the USACE and the 404 Individual permit was issued to
the NCDOT. The USACE agreed to allow the Individual permit to remain as written with the
understanding that once the EEP obtained other high quality preservation sites in the Southern
Piedmont to replace the over committed portions of the Broad River Greenway, a revised
mitigation strategy would be presented to the USACE. Below is a breakdown of the wetland and
stream impacts associated with this project divided by the. eco-region and the proposed mitigation
strategy:
Central Piedmont. CU 03050101(Impacts• 0 593 acre riverine• 1866 acres non riverine•
and 1.939.3 feet of stream):
Riverine Wetland Mitigation:
High Quality Riverine Wetland Preservation (10.1) in same eco-region (5 93 acres
Allen Site, Franklin County
Non-Riverine Wetland Mitigation:
High Quality Non-Riverine Wetland Preservation (10.1) in same eco-region (18 66 acres)
Stevens Pennys Bend, Durham County
Stream Mitigation:
..
High Quality Str.~am Preservation (10:1) in same eco-region (19 393 feet) -
Haw River -Duke Forest, Chatham County
Southern Piedmont. CU 03050101 (Impacts• 3 405 acres riverine• 0 355 acre non riverine•
and 11.381.6 feet of stream):
ltiverine Wetland Mitigation:
High Ouality Riverine Wetland Preservation (10.1) in same eco-region (34 OS acres)
Drowning Creek II/Rankin, Richmond and Moore Counties
Non-Riverine Wetland Mitigation:
High Quality Riverine Wetland Preservation (10.1) in same eco-region (3 55 acres
Drowning Creek IURankin, Richmond and Moore Counties

~ ..,
Stream Ivliti;ation:
Hieh Ouality Stream Preservation (10.11 in same eco region (113 316 feet)
Ltnvtlle White Creek, Burke County* 4,363 feet
Broad River Greenway, Cleveland County 7,409 feet
Drowning Creek II/Rankin, Richmond and Moore Counties 2.229 feet
Rankin Gaston, Gaston County 18.300 feet
Canal Branch (Bishop), Anson County x,728 feet
Uwharrie River Bluff, Yadkin County 1.467 feet
Lone Mountain, Rutherford County 8,000 feet
Wimberly, l~foore County 1,320 feet
*Linville White Creek is located in the Northern Mountains eco-region; however the site is
located within Cataloging Unit 03050101 of the Catawba River Basin.
In the revised mitigation strategy, EEP does propose to continue utilizing some of the
stream preservation available at the Broad River Greenway mitigation site. After the debits are
made to the above referenced high quality preservation sites, all the mitigation sites, with the
exception of Broad River Greenway (4,320 feet of stream mitigation remaining) and the
Wimberly mitigation site (1,231 feet of stream mitigation remaining), will fully utilize the
available stream preservation.
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement among
the North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U. S. Army Corps of Engineers, Wilmington District dated
July 22, 2003. The wetland and stream mitigation for the project will be provided in accordance
of the Agreement.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at [phone].
Sincerely,
~~
iI ' D. Gilmore, P.E.
EEP Director
cc: Mr. Ken Jolly, USACE -Wilmington District
Mr. Phil Hams, Office of Natural Environment, NCDOT
Mr. John Hennessey, Division of Water Quality, Wetlands/401 Unit
File: R-2206B/C Revised
`~.

4
~.
MICHAEL F. EASLEY
GOVERNOR
STATE OF NORTH CAROLINA
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STOR~~~/ry S
DEPARTMENT OF TRANSPORTATION Re~'"~ti
July 15, 2005
~ SVOy o-
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Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
LYNDO TIPPETT
SECRETARY
Subject: Relocation of NC 16 from north of NC 73 to SR 1895 at existing NC 16 north
of Chronicle. Lincoln and Catawba Counties; Federal Aid No. F-24-1(34); State
Project No. 8.1830501; TIP No. R-2206 B/C.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that .EEP is willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
U. S. Army Corps of Engineers (USAGE), the North Carolina Department of Environment and
Natural Resources (NCDENR) and the North Carolina Department of Transportation (NCDOT).
The NCDOT is impacting an additional 32 linear feet of the tributary to Killian Creek (a warm
water, class C stream) at Station L-211+68 Lt. to 211+95 due to the placing of riprap.
project has already let and is currently under construction.
Please send the letter of confirmation to Mr. Steve Lund (USAGE Coordinator) at U. S. Army
Corps of Engineers Asheville Regulatory Field Office (151 Patton Avenue, Room 208
Asheville North Carolina 28801-5006). Mr. Lund's FAX number is [phone]. The
In order to satisfy regulatory assurances that mitigation will be performed, the NCDWQ requires
a formal letter from EEP indicating their willingness and ability to provide the mitigation work
requested by NCDOT. The NCDOT requests such a letter of confirmation be addressed to Mr.
John Hennessy of NCDWQ, with copies submitted to NCDOT.

If you have any questions or need additional information please call Mr. Chris Underwood at
[phone].
Sincerely, ,
~%~~..G~
Gregory J. Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
cc:
Mr. John Hennessy, NCDWQ
Mr. Brian Wrenn, NCDWQ
Mr. Steve Lund, USAGE
Ms. Linda Fitzpatrick, NCDOT Office of Natural Environment
Mr. Omar S. Sultan, NCDOT Program Management
Mr. Todd Jones, NCDOT Program Management

.~
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 15, 2005
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
0~
VO
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sT FRO S
~~grF~e
~'~'Cy
LYNDO TIPPETT
SECRETARY
Subject: Relocation of NC 16 from north of NC 73 to SR 1895 at existing NC 16 north
of Chronicle. Lincoln and Catawba Counties; Federal Aid No. F-24-1(34); State
Project No. 8.1830501; TIP No. R-2206 B/C.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that .EEP is willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
U. S. Army Corps of Engineers (USAGE), the North Carolina Deparment of Environment and
Natural Resources (NCDENR) and the North Carolina Department of Transportation (NCDOT).
The NCDOT is impacting an additional 32 linear feet of the tributary to Killian Creek (a warm
water, class C stream) at Station L-211+68 Lt. to 211+95 due to the placing of riprap.
Please send the letter of confirmation to Mr. Steve Lund (USAGE Coordinator) at U. S. Army
Corps of Engineers Asheville Regulatory Field Office (151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006). Mr. Lund's FAX number is [phone]. The
project has already let and is currently under construction.
In order to satisfy regulatory assurances that mitigation will be performed, the NCDWQ requires
a formal letter from EEP indicating their willingness and ability to provide the mitigation work
requested by NCDOT. The NCDOT requests such a letter of confirmation be addressed to Mr.
John Hennessy of NCDWQ, with copies submitted to NCDOT.

If you have any questions or need additional information please call Mr. Chris Underwood at
[phone].
cc:
Sincerely, ,
~%;~~~ ~
Gregory J. Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
Mr. John Hennessy, NCDWQ
Mr. Brian Wrenn, NCDWQ
Mr. Steve Lund, USACE
Ms. Linda Fitzpatrick, NCDOT Office of Natural Environment
Mr. Omar S. Sultan, NCDOT Program Management
Mr. Todd Jones, NCDOT Program Management

OFWATF9
r `O~ 4G
~ r
~ _ ~ ~ -I
o ~
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center .
Raleigh, NC, 27699-1548
Dear Mr. Gilmore:
February 26, 2001
Re: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Proposed relocation of NC 16, from just south of Lucia to north of NC 73.
Federal Aid Project No. F-24-134); State Project No. 8.1830501, TIP R-2206A.
DWQ Project No. 001232
Gaston and Lincoln Counties
Attached hereto is a copy of the modification to Certification No. 3314 issued to The North Carolina
Department of Transportation dated February 26, 2001 (public notice received February 16, 2001).
If we can be of further assistance, do not hesitate to contact us.
Attachments
Sincerely,
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
DWQ Mooresville Regional Office
- -----------File co --_ --____ _ ______ ______-------- -.------------------
PY---------------
Central Files
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/

NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws
92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality
(DWQ) Regulations in 15 NCAC 2H, Section .0500. This certification authorizes the NCDOT to
place fill material in 0.1028 hectares of wetlands and 0.4432 hectares of surface water, and impact
2,751 linear meters of existing stream channels in Gaston and Lincoln Counties. The project shall be
constructed pursuant to the application filed on the 15th day of September, 2000 in order to construct
the relocation of NC 16 from just south of Lucia to north of NC 73, Gaston and Lincoln Counties.
The application provides adequate assurance that the discharge of fill material into the waters of
unnamed tributaries to Catawba River, Johnson Creek and Forney Creek, in conjunction with the
proposed development will not result in a violation of applicable Water Quality. Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted
in accordance with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application, as
described in the Public Notice. Should your project change, you are required to notify the DWQ and
submit a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter, and is thereby responsible for complying with all the conditions. If
total wetland fills for this project (now or in the future exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid,
you are required to comply with all the conditions listed below. In addition, you should obtain all
other federal, state or local permits before proceeding with your project including (but not limited to)
Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed
regulations.
Condition(s) of Certification:
Appropriate sediment and erosion control practices which equal or exceed those outlined in
the most recent version of the "North Carolina Sediment and Erosion Control Planning and
Design Manual" or the "North Carolina Surface Mining Manual" (available from the
Division of Land Resources in the DEHNR Regional or Central Offices) shall be utilized to
prevent exceedence of the appropriate turbidity water quality standard (50 NTUs in all fresh
water streams'and rivers not designated as trout waters; 25 NTUs in all lakes and reservoirs,
and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored - - - - - - -
after the Division of Land Resources has released the project;
3. If an environmental document is required, this Certification is not valid until a FONSI or
ROD is issued by the State Clearinghouse;
4. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
5. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this certification without appropriate modification of this certification.

NORTH CAROLINA -DIVISION OF WATER QUALITY .
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, NCDOT, DWQ Project No. 001232, is authorized to impact
the surface waters of the State of North Carolina as indicated below for the purpose of constructing
the relocation of NC 16 in Gaston and Lincoln Counties (T.I.P. No. R-2206A). All activities
associated with these authorized impacts must be conducted in accordance with the conditions listed
in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS FOR WETLAND RESTORATION:
LOCATION: Relocation of NC 16 just south of Lucia to north of NC 73
COUNTY: Gaston and Lincoln
BASIN/SUBBASIN: Catawba
As required by 15A NCAC 2H.0506, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of
wetlands and surface waters as outlined below prior to conducting any activities that impact or
degrade waters of the state.
Note: Acreage requirements proposed to be mitigated through the Wetland Restoration Program must
be rounded to one-quarter increments according to 15A 2R.0503(b).
0.0 acres of Class WL wetlands
0.0 acres of riparian wetlands
0.0 acres ofnon-riparian wetlands
0 acres of Class SWL wetlands
16,5741inear feet of stream channel
One of the options you have available to satisfy the compensatory mitigation requirements is through
payment of a fee to the Wetland Restoration Fund per 15A NCAC 2R.0503. If you choose this
option, please sign this form and mail it to the Wetlands Restoration Fund at the address listed below.
An invoice for the appropriate amount of payment will be sent to you upon receipt of this form.
PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS
RESTORATION PROGRAM.:.
Signature Date
WETLANDS RESTORATION PROGRAM
'DIVISION OF WATER QUALITY '
1619 Mail Service Center
RALEIGH, NC, 27699-1619
[phone] ext. 358

F WATF
`O~0 RQG Michael F. Easley
• _ ~:...
Governor
~ ~- William G. Ross, Jr., Secretary
>_ ,~ Department of Environment and Natural Resources
~ ~ Kerr T. Stevens
Division of Water Quality
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, NC, 27699-1548
Dear Mr. Gilmore:
February 26, 2001
Re: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Proposed relocation of NC 16, from just south of Lucia to north of NC 73.
Federal Aid Project No. F-24-134); State Project No. 8.1830501, TIP R-2206A.
DWQ Project No. 001232
Gaston and Lincoln Counties
Attached hereto is a copy of .the modification to Certification No. 3314 issued to The North Carolina
Department of Transportation dated February 26, 2001 (public notice received February 16, 2001).
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Kerr T. Stevens
Attachments
Pc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
DWQ Mooresville Regional Office
File copy
Central Files
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/

NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws
92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality
(DWQ) Regulations in 15 NCAC 2H, Section .0500. This certification authorizes the NCDOT to
place fill material in 0.1028 hectares of wetlands and 0.4432 hectares of surface water, and impact
2,751 linear meters of existing stream channels in Gaston and Lincoln Counties. The project shall be
constructed pursuant to the application filed on the 15th day of September, 2000 in order to construct
the relocation of NC 16 from just south of Lucia to north of NC 73, Gaston and Lincoln Counties.
The application provides adequate assurance that the discharge of fill material into the waters of
unnamed tributaries to Catawba River, Johnson Creek and Forney Creek, in conjunction with the
proposed development will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted
in accordance with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application, as
described in the Public Notice. Should your project change, you are required to notify the DWQ and
submit a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter, and is thereby responsible for complying with all the conditions. If
total wetland fills for this project (now or in the future exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid,
you are required to comply with all the conditions listed below. In addition, you should obtain all
other federal, state or local permits before proceeding with your project including (but not limited to)
Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed
regulations.
Condition(s) of Certification:
Appropriate sediment and erosion control practices which equal or exceed those outlined in
the most recent version of the "North Carolina Sediment and Erosion Control Planning and
Design Manual" or the "North Carolina Surface Mining Manual" (available from the
Division of Land Resources in the DEHNR Regional or Central Offices) shall be utilized to
prevent exceedence of the appropriate turbidity water quality standard (50 NTUs in all fresh
water streams and rivers not designated as trout waters; 25 NTUs in all lakes and reservoirs,
and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
after the Division of Land Resources has released the project;
3. If an environmental document is required, this Certification is not valid until a FONSI or
ROD is issued by the State Clearinghouse;
4. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
5. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this certification without appropriate modification of this certification.

Should waste or borrow sites be located in wetlands or stream, compensatory mitigation will
be required since it is a direct impact from road construction activities.
6. Compensatory mitigation shall be performed for 2,751 linear meters (9,026 linear feet) of
jurisdictional stream impacts, using a 2:1 mitigation ratio. We understand that you have
chosen to complete onsite mitigation to restore 225 linear meters (738 linear feet) of stream
to offset for these impacts. The balance of 5,0521inear meters (16,574 linear feet) of
compensatory mitigation will be performed through a payment of $125 per linear foot to the
Wetlands Restoration Program.
Violations of any condition herein set forth shall result in revocation of this Certification and may
result in criminal and/or civil penalties. This Certification shall become null and void unless the
above conditions are made conditions of the Federa1404 and/or Coastal Area Management Act
Permit. This Certification shall expire upon the expiration of the 404 or LAMA permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written
request within sixty (60) days following receipt of this Certification. This request must be in the form
of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. If
modifications are made to an original Certification, you have the right to an adjudicatory hearing on
the modifications upon written request within sixty (60) days following receipt of the Certification.
Unless such demands are made, this Certification shall be final and binding.
This the 26`~ day of February 2001
DIVISION OF WATER QUALITY
Kerr T. Stevens
WQC # 3314

a- -
NORTH CAROLINA -DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, NCDOT, DWQ Project No. 001232, is authorized to impact
the surface waters of the State of North Carolina as indicated below for the purpose of constructing
the relocation of NC 16 in Gaston and Lincoln Counties (T.I.P. No. R-2206A). All activities
associated with these authorized impacts must be conducted in accordance with the conditions listed
in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS FOR WETLAND RESTORATION:
LOCATION: Relocation of NC 16 just south of Lucia to north of NC 73
COUNTY: Gaston and Lincoln
BASIN/SUBBASIN: Catawba
As required by 15A NCAC 2H.0506, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of
wetlands and surface waters as outlined below prior to conducting any activities that impact or
degrade waters of the state.
Note: Acreage requirements proposed to be mitigated through the Wetland Restoration Program must
be rounded to one-quarter increments according to 15A 2R.0503(b).
0.0 acres of Class WL wetlands
0.0 acres of riparian wetlands
0.0 acres ofnon-riparian wetlands
0 acres of Class SWL wetlands
16,5741inear feet of stream channel
One of the options you have available to satisfy the compensatory mitigation requirements is through
payment of a fee to the Wetland Restoration Fund per 15A NCAC 2R.0503. If you choose this
option, please sign this form and mail it to the Wetlands Restoration Fund at the address listed below.
An .invoice for the appropriate amount of payment will be sent to you upon receipt of this form.
PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECENE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS
RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DNISION OF WATER QUALITY
1619 Mail Service Center
RALEIGH, NC, 27699-1619
[phone] ext. 358

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.o. Box Zs2oI, RALEIGH, N.C. 27611-5201 DAVID McCOY
GOVERNOR SECRETARY
~~
February ~6, 2000
MEMORANDUM
TO: John Hennessy, Division of Water Quality
FROM: Tom Kendig, Project Development ~ ?"~
SUBJECT: Review of hazardous spill catch basins for project R-2206A, NC 16 in
Gaston County
~`~~`~
We have been asked to have DWQ review the hazardous spill catch basins for this project
to assure they are satisfactory. The Clean Water Management Trust Fund, which holds
easements on property we will need for right of way, has requested your review and
comment. Please review the attached plans and provide a written response as to the
Y adequacy of the proposed basins to protect the nearby Island Mountain Lake.
If you need any further information, please contact me at 733-7844 ext. 263. Your reply
by March }~, 2000 will be greatly appreciated.
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\o~OF v a h f FRQG
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Michael F. Easley
Governor
~ -i William G. Ross,Jr.Secretary
'C Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
;Wetlands/401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: ~ /~'(~~ ~ Fax Number: 3 3 , 9 79
Company: _ P ~~ Date: ~ • 1 d • C~ /
From: C• I~i4N DF~, GI~iF-1-~E- Phone: ~.3 3 , 5 7/t5 .
No. Of Pages including cover sheet:
Notes or special instructions: ~ •
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NCDERR
Division of Water Quality 2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
Wetlands/401 Unit: (9 i 9) 733-1786
Fax: [phone]

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STATE of NORTH CAROLINA
00 ~ X32
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID 1VI000Y
GovERNOR
Mr. Steve Lund
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Dear Mr. Lund:
September 15, 2000

SECRETARY
PAYMENT
RECEIVEp
SUBJECT: Gaston and Lincoln Counties, Proposed relocation of NC 16 from just
south of Lucia to north of NC 73 TIP No, R-2206A State Project
8.1830501, Federal Aid Project F-24-1(34).
(NQG • 3 31 ~
Project description
The 5.4-mile project (R-2206A) will relocate NC 16 in the southwestern piedmont region
of North Carolina as a four-lane divided, limited access expressway. The project will
extend northward from Lucia, beginning where the existing four-lane section ends, to NC
16 just north of NC 73. Access will be provided at major crossroads via either at-grade
intersections or interchanges.
Project history:
A Draft Environmental Impact Statement (DEIS) for R-2206 was approved by the
Federal Highway Administration (FHWA) on June 6, 1994. The DEIS explains the
purpose and need for the project, provides a description of the project and characterizes
the social, economic, and environmental impacts of the project. After the DEIS was
approved and circulated, a Public Hearing on the location and design was held on August
11, 1994.On May 8, 1997, the Final Environmental Impact Statement (FEIS) was
approved by FHWA. Copies of DEIS and FEIS have been provided to the regulatory
agencies involved in the approval process. Additional copies will be provided upon
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1546 MAIL SERVICE CENTER WEBSITE: WVWY.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548

request. This application only applies to the A section of R-2206.
Project Breakdown and .Construction Schedule
For construction purposes, NCDOT divided the R-2206 project into three
sections, R-2206A, R-2206B, and R-2206C. The three sections traverse through three
North Carolina counties, Gaston, Lincoln and Catawba, and total 16.1 mi. (27.2 km) in .
length. The A section of R-2206 falls in northeastern Gaston County and southeastern
Lincoln County and totals 5.4 mi. (8.7 km) in length. R-2206A is the first portion of the
R-2206 to be scheduled for construction (May 2001), followed by the B section (October
2001) and the C section (October 2003). The Project Breakdown Map for R-2206, located
at the end of this permit application letter, illustrates each section. Table 1 contains
information concerning the construction schedule and the termini of each section.
__
Table L Construction Schedule for 12elocation of NC 16: TIP No. R-2206
TIP Section Description
No, ' 'Length Let Date
R-2206 A ` NC 16 south of Lucia aston Co.) to 5.4 mi. May 2001
North of NC 73 south of Triangle (Lincoln (8.7 km)
Co.)
B North of NC 73 south of Triangle (Lincoln 4.7 mi. Oct 2001
Co.) to north of SR 1386 (Lincoln Co.) (7.7 km)
C North of SR 1386 (Lincoln Co.) to north of 6.0 mi. Oct 2003
SR 1895 north of chronicle (Catawba Co.) (9.8 km)
Independent Utility
It is the opinion of the NCDOT that R-2206A has independent utility from the remaining
sections of the project. The NCDOT believes that this section can be considered
independent of the remaining section because it meets the following objectives of
"independent utility" as defined by the FHWA:
^ this section of the project connects logical termini since it
ties into an existing alignment;
^ this section of the project is of sufficient length that
environmental matters have been addressed on a broad scope (DEIS
and FEIS);
^ this section of the project has independent significance such
that it is usable and of reasonable expenditure even if no other
improvements are made in the area; and,
^ this section of the project does not restrict consideration of
alternatives for other reasonable foreseeable transportation improvements.
Steve Lund of the USACE stated that he believes the A section has independent utility,
CWA §404 Individual Permit Application 2 of 16
TIP No. R-2206A August 1, 2000 .

during the September 21-22 ,1999 field review.
Relocation of NC 16 Alignment
The R-2206A alignment consists of a four-lane divided highway with limited access
expressway situated on new location. The project begins south of Lucia at a new
interchange with existing NC 16. This interchange will provide access to both new and .
existing NC 16. As the highway continues north, it underpasses Killian Road (SR 1909).
Further north, the project crosses into Lincoln County where it underpasses Sifford Road
(SR 1397). The new bridge crossing will shift the alignment of Sifford slightly north of
existing location. Heading north, the project will cross the CSX railroad using two two-
lane bridges. The project then starts to head northwest where it cross existing NC 16.
Existing NC 16 will cross over the new NC 16 with a single two-lane bridge. Heading
north the project will crosses Little Egypt Road (SR 1386). NCDOT will close and cul de
sac Little Egypt Road on both sides of the proposed NC 16. The project will end with the
interchange with NC 73 which will provide access to NC 73. and the proposed NC 16.
Federally Protected Species
As of June 16, 2000, the United Sates Fish and Wildlife. Service (USFWS) lists six
federally protected species for Gaston and Lincoln County. Table 2 outlines these
species.
Table 2. Federally Protected Species Listed in Gaston ana Lincoln Counties**'
COMMON NAME SCIENTIFICNAME STATUS COUNTY
Bog turtle Clemmys muhlenbergii T(S/A) Gaston
Bald eagle Haliaeetus leucocephalus T Gaston
Georgia aster Aster georgianus C 1 Gaston ~'
Schweinitz's sunflower Helianthus schweinitzii E Gaston
Dwarf-flowered heartleaf Hexastylis naniflora T Lincoln
Michaux's sumac Rhus michauxii E Lincoln
• Endangered (E) is defined as a taxon in danger of extinction throughout all or a significant portion of its
range.
• Threatened Due to Similarity of Appearance T(S/A) denotes a species that is threatened due to similarity
of appearance with other rare species. Even though these species are listed for their protection, they are
not biologically endangered or threatened and are not subject to consultation under the Endangered
Species Act (ESA) §7.
• Threatened (T) denotes a taxon likely to become endangered within the foreseeable future throughout all
or a significant portion of its range.
Candidate (CI) denotes a taxon under consideration for official listing for which there is sufficient
information to support listing.
** Obtained from the US Department of the Interior, Fish and Wildlife Service, Updated County Species
List (June 16, 2000).
The NCDOT has investigated the potential effects of R-2206 on federally protected
species. Several environmental documents provide biological conclusions for the
federally protected species listed in Table 2. A Report on The Biological
CWA §404 Individual Permit Application 3 of 16
TIP No. R-2206A August 1, 2000

Assessment/Surveys For Hexastvlis nani ora and Rhus michauxii Within The Preferred
Corridor For The Proposed Relocation of NC 16 (Post, Buckley, Schuh and. Jernigan,
Inc., June 1995) provides a biological conclusion of No Effect for the Michaux's sumac
and dwarf-flowered heartleaf. The USFWS sent a letter on February 15, 1996 concurring
with NCDOT's biological conclusion of No Effect for the Michaux's sumac and the
dwarf-flowered heartleaf. The FEIS dated May 8, 1997 provides information on the bog
turtle, Georgia aster, Michaux's sumac and dwarf-flowered heartleaf, and a determination
regarding potential impacts to the above-mentioned species.
A Section 7 concurrence letter was sent out by NCDOT biologist Jared Gray with
biological conclusions for the bald eagle and Schweinitz's sunflower of No Effect on
May 30, 2000. A June 27, 20001etter from the USFWS states that the proposed
Relocation of NC 16 meets the requirements of ESA §7. The USFWS concurs with
NCDOT's determination that the project will have a "No Effect" for the bald eagle and
the Schweinitz's sunflower.
A review of fhe NC Natural Heritage Program (NCNHP) records on June 3, 1999
revealed that there were no federally protected species or federal species of concern
(FSC) within 1.0 mi (1.6 km) of the proposed project area.
Cultural Resources
Architectural Resources:
A historic architectural survey for R-2206 identified 12 individual properties and one
district that are either listed in or eligible for listing in the National Register of Historic
Places (NRHP). The Castanea Church Cemetery is the only one of the properties that falls
within the R-2206A project, and will not be affected. According to FEIS documentation,
the State Historic Preservation Officer (SHPO) concurred with these findings on Apri128,
1994.
The NRHP nominated the Pryor-Sifford House and Outbuildings, in the spring of 1996,
to the Keeper of the National Register for determination of eligibility. The Pryor-Sifford
House is located within the proposed right-of--way for R-2206A. It was evaluated as part
of the initial historic survey conducted in 1992 for the study area, and was found to be
ineligible. The Keeper of the National Register of Historic Places determined that the
Pryor-Sifford House was ineligible for listing in the NRHP on September 19, 1996.
Archeological Resources:
A archeological survey was done between January 23 and June 22, 1996. The survey was
done by using a 183m (600 ft.) corridor around the Preferred Alternative. This survey
located 49 archeological sites, of these, seven were assessed as eligible for the NRHP.
There are six sites located within the proposed right-of--way for the Preferred Alternative.
These sites are listed as 31LN148**, 31LN150**, 31LN152, 31LN154, 31LN159 AND
31LN161**. Another site which is listed as eligible, Site 31LN149**, is located outside
of the proposed right-of--way and will require no further work as long as it is not disturbed
CWA §404 Individual Permit Application 4 of 16
TIP No. R-2206A August 1, 2000

by construction activities. The Deputy North Carolina State Historic Preservation Officer
concurred with these recommendations on October 2, 1996. Avoidance was
recommended for the sites assessed as eligible for the NRHP. If avoidance is not possible
and the above mentioned eligible sites are to be impacted, the FHWA and the NCDOT
will need to coordinate with SHPO to develop an intensive testing program and if
necessary an archival research plan for historic archeological sites. This is needed to
evaluate the need for and plans for data recovery. On June 9, 1999, New South Associates
prepared a Scope of Work and Technical Proposal for Archeological Testing and possible
Data Recovery for Site 31LN161 ** (Edwards-Pryor-Sifford Farm) in Lincoln County.
This was the only site eligible for listing on the A Section for R-2206. On July 15, 1999,
SHPO concurred with the scope of work submitted by New South Associates. Since then,
New South Associates has done the Data Recovery for Site 31LN161 **. They are going
to submit that their findings on that site were not significant and that they deem it
ineligible. Their report should be out sometime in August, 2000.
Avoidance/Minimization
The USACE concurred by letter dated August 12, 1996 that R-2206A satisfies its
concerns relevant to avoidance and minimization of wetland impacts. The following is a
list of the project's jurisdictional wetland and stream avoidance/minimization activities
proposed or completed by NCDOT.
• Avoidance: NCDOT has avoided impacts to five of the seven major wetland areas by
choosing this alignment. The redelineation of R-2206A has reduced wetland impacts
from 1.60 ha (3.94 ac.) to 0.10 ha (0.25 ac.).
• .Minimization: NCDOT used 2:1 fill slopes through wetlands and streams. NCDOT
also used 2:1 fill slopes for streams and wetlands inside the interchanges.
• Minimization: Best Management Practices will strictly be enforced for sediment and
erosion control for the protection of surface waters and wetlands. '
• Minimization: It is the policy of the NCDOT to eliminate lateral ditching in wetlands
as much as possible, thus preserving the hydrology of adjacent wetlands.
• Minimization: NCDOT Hydraulics Unit has reduced the amount of rip rap in all
stretches of the relocated channel.
• Minimization: NCDOT during the design phase looked at the interchange between
NC 73 and the project and came up with the present design to minimize wetland and
stream impacts.
Impacts to Waters of the United States (Overview/R-2206A )
Overview
In 1995, Post, Buckley, Schuh and Jernigan, Inc.(PBS&J), delineated the wetlands along
R-2206A, B and C in accordance with the 1987 Corps of Engineers Wetlands Delineation
Manual. This delineation included a 1,200 foot corridor along the preferred alternative.
PBS&J biologists verified a representative selection of the wetlands on March 17, 1995
with Steve Lund of the Army Corps of Engineers (USACE). Two additional verifications
CWA §404 Individual Permit Application 5 of 16
TIP No. R-2206A August 1, 2000

took place between PBS&J and Mr. Lund on May 5 and May 10, 1995. After the
verifications, PBS&J delineated three additional wetlands. Location maps and USACE
data sheets for these wetlands were sent to the USACE on May 30, 1995. Written
approval was sent by the USACE on August 2, 1995. The USACE letter also identified
several important wetlands (wetland 26, 39, 52, 71, 74 and 112Z). The USACE strongly
recommended that the proposed roadway be designed to avoid and minimize the impacts
to these wetlands. The first two are the only ones that pertain to the A Section of the
project. Wetland 26 refers to Site 11 of the permit drawings. NCDOT has avoided this
wetland, because NCDOT did not extend the culvert into the wetland areas on both sides
of the project and keeping the wetlands outside of the fill slopes. Wetland 39 refers to
Site 16 of the permit drawings. NCDOT has tried to minimize impacts with the present
interchange selection. NCDOT is only impacting 0.03 ha (0.07 ac.) at this site.
NCDOT biologists Tim Bassette and Chris Murray visited the project on Apri127-April
29, 1999 to conduct stream determinations and verify the wetland boundaries on the plan
sheets. They found several areas in which wetlands were called jurisdictional, but in fact
were not. They also found new wetland areas that had not been previously identified. A
second field trip to redelineate the A Section wetlands was conducted by NCDOT
biologists Tim Bassette, Chris Murray and Jared Gray on May 17-19, 1999. Mr. Steve
Lund (USACE), Mr. David Cox (NCWRC), along with NCDOT biologists Jared Gray,
Tim Bassette and Chris Murray met on September 21-22, 1999 to review stream calls,
wetland corrections, and to make comments. The stream determinations, new wetland
lines, and wetland corrections were approved at this time.
Construction of R-2206A will necessitate impacts to waters of the United States, as
defined under 33 CFR §328.3(a). Surface waters will be permanently impacted through
stream relocations, filling of streams and ponds, and proposed enclosed channels.
Permanent wetland impacts associated with R-2206A include filling, excavating,
clearing, and draining of wetlands. The NCDOT will perform all clearing activities using
Method III Mechanized Clearing. Since Method III involves clearing and grubbing, all
clearing impacts are considered permanent along this project.
Table: 3. Wetland' Communities Impacted by R 2206A
Wetland Community Site # (A Section) Permanent Impacts
[ac (ha)J
Emergent wetland Site 3 0.07 ac
(0.03 ha)
Headwater forest Sites 1, Site 7, Site 12, and 0.18 ac
Site 16 (0.07 ha)
Totals --- 0.25 ac
(0.10 ha)
Wetlands
R-2206A will impact two wetland community types: headwater forest system and
emergent herbaceous wetland. Table 3 lists the amount of wetland impacts under each
CWA §404 Individual Permit Application 6 of 16
TIP No. R-2206A August 1, 2000

wetland community type. R-2206A will permanently impact 0.25 ac (0.10 ha) of
jurisdictional wetlands.
R-2206A contains five impacted jurisdictional wetland sites (Sites 1, 3, 7, 12 and 16). As
depicted on the enclosed permit drawings, the project will permanently fill 0.26 ac (0.10
ha). This application does not show any temporarily fill, excavation, or clearing of
jurisdictional wetlands along the A section of R-2206. The wetland sites were so small
that all impacts were counted as a loss and included with fill in wetlands in the summary
sheets of the permit drawings. Jurisdictional wetland sites that will be impacted by R-
2206A are highlighted site-by-site below.
Site 1:
Site 3:
Site 1 appears on permit drawing 7 of 30 (plan view). Site 1 consists of two low
quality, non-riverine, headwater forest wetland areas. The wetlands at Site 1 are
located in the interchange between existing NC 16 and the project. The headwater
forest wetlands lie adjacent to a unnamed tributary to Johnson Creek. Hydrophytic
vegetation includes water oak (Quercus nigra), American elm (Ulmus
americana), Black willow (Salix nigra), Virginia creeper (Parthenocissus
quinquefolia), jewelweed (Impatiens capensis), cattail (Typha latifolia), Japanese
honeysuckle (Lonicera japonica) and rush (Jun`cus effusus).
The construction of the interchange will permanently fill both of the jurisdictional
wetlands at Site 1. These permanent wetland impacts are computed from the new
road and fill slopes associated with the new interchange. One of the headwater
forest wetlands that will be permanently filled by the road's fill slope will have a
junction box placed within the wetland to convey water from the perennial stream
and stormwater which will now be enclosed channels. The total permanent
impacts to the wetlands at Site 1 will be 0.0087 ha (0.02 ac.).
Site 3 appears on permit drawing 9 of 30 (Plan View). The site consists of a non-
riverine, emergent wetland system situated north of existing Killian Road and
south of the Gaston/Lincoln County lines. Hydrophytic vegetation within this site
includes American elm, Japanese grass (Microstegium vimineum) and sedge
(Carex sp.). The project will fi110.026 ha (0.06 ac.) of emergent wetland at Site 3.
Site 7:
Site 7 appears on permit drawing 13 of 30 (Plan View). The site consists of a non-
riverine headwater forest situated north of the Gaston/Lincoln County lines and
south of Sifford Road. Hydrophytic vegetation within this site includes tag alder
(Alnus serrulata), black willow, jewelweed, rush, sedge, Virginia creeper, multi-
flora rose (Rosa multijlora), silky dogwood (Corpus amomum), poison ivy
(Toxicodendron radicans), trumpet creeper (Campsis radicans), false nettle
(Boehmeria cylindrica), tulip poplar (Liriodendron tulipifera) and coral
honeysuckle (Lonicera sempervirens). The total permanent impacts to Site 7 will
be 0.025 ha (0.06 ac.) from roadway fill and construction of a lateral ditch which
will convey water from the wetland and it's associated perennial stream to a 600
CWA §404 Individual Permit Application 7 of 16
TIP No. R-2206A August 1, 2000

mm corrugated steel pipe.
Site 12:
Site 12 appears on permit drawing 18 of 30 (Plan View). The site consists of a
non-riverine, headwater forest situated north of existing NC 16 and south of Little
Egypt Road. Hydrophytic vegetation within this site includes Japanese grass,
violet (Viola sp.), red maple (Ater rubrum), sedge, rush, goldenrod (Solidago sp.),
moss (Sphagnum sp.), tulip poplar, Virginia bugle-weed (Lycopus virginicus), and
boneset (Eupatorium perfoliatum). The impacts for Site 12 will be 0.0138 ha
(0.034 ac.) of headwater forest wetland.
Site 16:
Site 16 appears on permit drawing 22 of 30 (Plan View). The site consists of a
non-riverine, headwater forest situated in the interchange of existing NC 73 and
the project. Hydrophytic vegetation within this site includes jewelweed, Japanese
grass, Virginia creeper, sedge, silky dogwood, red maple, tulip poplar, poison ivy,
green ash (Fraxinus pennsylvanica), river birch (Betula nigra), sweet gum
(Liquidambar styraciflua) and water hemlock (Cicuta maculata). The project will
impact this wetland due to the fill slopes of the proposed interchange between
existing NC 73 and proposed NC 16. The impacts for Site 16 will be 0.0293 ha
(0.072 ac.) of headwater forest wetland.
Streams
Table 4 lists the stream impacts of R-2206A. The project will permanently impact 9,026
linear ft (2,751 m), relocate 1,0961inear ft (334 m), and enclose 5,7971inear ft (1,767 m)
of jurisdictional stream channels.
Site 1:
Site 2:
Site 3:
Site 1 appears on permit drawing 7 of 30 (plan view). This perennial stream is
located in the interchange between existing NC 16 and the project. The stream is
unnamed tributary to Johnson Creek. NCDOT plans to enclose this stream for 70
m (230 ft.) using 1350 mm (53 in.) pipe at Site 1. This action will result in 102 m
(335 ft.) of existing channel being impacted.
Site 2 appears on permit drawing 8 of 30 (Plan View). This perennial stream is
located north of the proposed interchange between existing NC 16 and the project
and south of Killian Road. Plans to enclose the channel for 150 m (492 ft.) by
using a single barrel 2.4 m x 2.4 m (7.9 ft. x 7.9 ft.) reinforced concrete box
culvert. This action will result 210 m (689 ft.) of existing channel being impacted.
Site 3 appears on permit drawing 9 of 30 (Plan View). This perennial stream is
located north of existing Killian Road and south of the Gaston/Lincoln County
line. The proposed road's fill slopes will impact this stream. NCDOT is proposing
to put a spring box in the wetland associated with the stream and run a 200 mm (8
CWA §404 Individual Permit Application 8 of 16
TIP No. R-2206A August 1, 2000

in.) PVC pipe for 54 m (177 ft.) until it is outside the fill slopes, at which point
the stream will tie back into the existing channel. This action will result 69 m (226
ft.) of existing channel being impacted.
Site 4:
Site 5:
Site 6:
Site 7:
Site 8:
Site 4 appears on permit drawing 10 of 30 (Plan View). The perennial stream is
located north of existing Killian Road and south of the Gaston/Lincoln County
line. The proposed road and its corresponding fill slopes will impact this stream.
NCDOT is proposing to fill the stream and convey the water through a 600 mm
(24 in.) corrugated steel pipe that will run outside the fill slopes to tie into the
existing channel. This action will result 21 m (69 ft.) of existing channel being
impacted.
Site 5 appears on permit drawing 11 of 30 (Plan View). This perennial stream is
located north of existing Killian Road and south of the Gaston/Lincoln County
line. The proposed road and its corresponding fill slopes will impact this stream.
NCDOT proposes to fill the existing channel and enclose the channel with a one
barre12.7 m x 2.4 m (8.9 ft. x 7.9 ft.) reinforced concrete box culvert for 52 m
(171 ft.). This action will result 78 m (256 ft.) of existing channel being impacted.
Site 6 appears on permit drawing 12 of 30 (Plan View). This perennial stream is
located north of Site 4 and just south of the Gaston/Lincoln County line. The
proposed road and its corresponding fill slopes will impact this stream. NCDOT
proposes to enclose the existing channel for 101 m (331 ft.) with a 1350 mm (53
in.) class IV pipe. This action will result 218 m (715 ft.) of existing channel being
impacted.
Site 7 appears on permit drawing 13 of 30 (Plan View). This perennial stream is
located north of the Gaston/Lincoln County line and south of Sifford Road. The.
road and its corresponding fill slopes will impact this site. NCDOT proposes to
enclose the existing channel for 82 m (269 ft.) with a 600 mm (24 in.) corrugated
steel pipe that will run outside the fill slopes where it will enter a lateral ditch,
which will be carrying storm water also. This ditch runs into an adjacent perennial
stream which is the one impacted at site 8. This action will result 111 m (364 ft.)
of existing channel being impacted.
Site 8 appears on permit drawing 14 of 30 (Plan View). This perennial stream is
located north of Site 7 and south of Sifford Road. The road and its corresponding
fill slopes will impact this site. NCDOT proposes to enclose the existing channel
with a single barre12.4m x 1.8 m (7.9ft. x 5.9 ft.) reinforced concrete box culvert
for 74 m (243 ft.). This action will result 102 m (335 ft.) of existing channel being
impacted.
CWA §404 Individual Permit Application 9 of 16
TIP No. R-2206A August 1, 2000

Site 9:
Site 9 appears on permit drawing 15 of 30 (Plan View). This perennial stream is
located north of Site 8 and south of Sifford Road. The road and its corresponding
fill slopes will impacts this site. NCDOT proposes to enclose the existing channel
with a single barre12.4m x 2.1 m (7.9 ft. x 6.9 ft.) reinforced concrete box culvert
for 87 m (285 ft.) that will run outside the fill slopes into a 2.4 m (7.9 ft.) base
ditch. This action will result 139 m (456 ft.) of existing channel being impacted:
Site 10:
Site 10 appears on permit drawing 16 of 30 (Plan View). This perennial stream is
located north of Sifford Road, just south of the CSX railroad. The road and its
corresponding fill slopes will impacts this site. NCDOT proposes to enclose the
existing channel with a double barrel.l.8 m x 2.1 m (5.9ft. x 6.9 ft.) reinforced
concrete box culvert for 104 m (341 ft.). This action will result 208 m (682 ft.) of
existing channel being impacted.
Site 11:
Site 11 appears on permit drawing 17 of 30 (Plan View). This perennial stream is
located north of the CSX railroad and south of existing NC 16. The road and its
corresponding fill slopes will impacts this site. NCDOT proposes to enclose the
existing channel with a single barrel 1.8 m x 1.8 m (5.9ft. x 5.9 ft.) reinforced
concrete box culvert for 154 m (505 ft.): This action will result 190 m (623 ft.) of
existing channel being impacted.
Site L2:
Site 12 appears on permit drawing 18 of 30 (Plan View). This perennial stream is
located north of existing NC 16 and south of Little Egypt Road. The proposed
road and its corresponding fill slopes will impact this stream. NCDOT proposes to
enclose the existing channel for 101 m (331 ft.) with a 900 mm (35 in.) class IV
pipe. This action will result 124 m (407 ft.) of existing channel being impacted.
Site 13:
.Site 13 appears on permit drawing 19 of 30 (Plan View). This perennial stream is
located north of existing NC 16 and south of Little Egypt Road. The proposed
road and its corresponding fill slopes will impact this stream. NCDOT proposes to
enclose the existing channel for 79 m (259 ft.) with a 1050 mm (41 in.) class IV
pipe. This action will result 97 m (318 ft.) of existing channel being impacted.
Site 14:
Site 14 appears on permit drawing 20 of 30 (Plan View). This perennial stream is
located north of site 13 and south of Little Egypt Road. The proposed road and its
corresponding fill slopes will impact this stream. NCDOT proposes to enclose the
existing channel for 96 m (315 ft.) with a 1350 mm (53 in.) class IV pipe. This
action will result 150 m (492 ft.) of existing channel being impacted.
Site 15:
Site 15 appears on permit drawing 21 of 30 (Plan View). This perennial stream is
CWA §404 Individual Permit Application 10 of 16
TIP No. R-2206A August 1, 2000

located north of Little Egypt Road and south of NC 73. The proposed road and its
• corresponding fill slopes will impact this stream. NCDOT proposes to enclose the
existing channel for 141 m (463 ft.) with a single barre12.7 mm x 2.7 mm (8.9 ft.
x 8.9 ft.) reinforced concrete box culvert. This action will result 172 m (564 ft.) of
existing channel being impacted.
Site 16:
Site 16 appears on permit drawings 22-23 of 30 (Plan View). There are two
impact areas on Site 16 to Forney Creek, which is a perennial stream. The first
one is south of NC 73. NCDOT proposes to enclose the existing channel with a
3.0 m x 2.43 m (9.8 ft. x 8.Oft.) reinforced concrete box culvert. Impacts will
occur due to the fill slopes for Ramp B: The other impact site to Forney Creek
will be on the north side of NC 73. Impacts will occur due to the widening of NC
73 and the corresponding fill slopes. NCDOT proposes to enclose the existing
channel with 3.0 m x 2.43 m (9.8 ft. x 8.0 ft.) reinforced concrete box culvert. The
total length of enclosed channel at this site is 255 m (837 ft.). This action will
result 347 m (1138 ft.) of existing channel being impacted.
Site 17:
The summary sheet shows that Site 17 has been moved to the B section of R-
2206. The site numbers have not changed to reflect this move. The site numbers
go from 16 to 18 in the permit drawings.
Site 18:
Site 18 appears on permit drawings 24-28 of 30. This perennial stream is located
north east of existing NC 16 outside Ramp CA. The construction of Ramp CA
and its corresponding fill slopes will impact the stream. NCDOT proposes to
relocate this stream using natural stream design principles north of the old
channel. The new stream will have 50 foot wooded buffers that will be iri
permanent right-of--way. Page 24 of the permit drawings shows the plan view.
Page 25 shows a channel plan view. Page 26 of the permit drawings is the Natural
Channel Design Typical drawing. Page 27 shows the cross-sectional view of the
new channel. Page 281ists criteria used to design the proposed channel, such as
entrenchment ratio, bankfull width, width/depth ratio, etc., that was comprised
from the existing channel and reference reach of stream. The length of the new
channel will be 225 m (738 ft.). NCDOT will be impacting 232 m (761 ft.) at this
site. NCDOT will count the 225 m (738 ft.) of new channel as on-site mitigation.
Site 19:
Site 19 appears on permit drawing 29 of 30 (Plan View). This perennial stream is
in the proposed interchange between existing NC 73 and the project. Ramp B of
the interchange will impact the stream. NCDOT proposes to enclose the existing
stream for 75 m (246 ft.) with a single barrel 2.7 m x 2.7 m (8.9 ft. x 8.9 ft.)
reinforced concrete box culvert. This action will result 100 m (328 ft.) of existing
channel being impacted.
CWA §404 Individual Permit Application 11 of 16
TIP No. R-2206A August 1, 2000

Site 20:
Site 20 appears on permit drawing 30 of 30 (Plan View). This perennial stream
flows underneath NC 73. Widening NC 73 will impact 81 m (266 ft.) of stream by
extending the existing triple barre12.7 m x 2.7 m (8.9 ft. x 8.9 ft.) reinforced
concrete box culvert for 31 m (102 ft.). This action will result 81 m (266 ft.) of
existing channel being impacted.
Table.: 4. Jurisdictional Strcams Impacted bti~ R-22U6A
Site
No. Station Existing
Channel
Impacted
[m (ft)] Relocated Channel
[m (ft)]
*On-site Mitigation Enclosed Channel
[m (ft)]
1 16+20-L-RT 102 m (335 ft.) 70 m (230 ft.)
2 23+65-L- 210 m (689 ft.) 8 m (26 ft.) 150 m (492 ft.)
3 30+60-L- 69 m (226 ft.) 54 m (177 ft.)
4 32+90-L- 21 m (69 ft.)
5 37+40-L- 78 m (256 ft.) 7 m (23 ft.) 52 m (171 ft.)
6 41+25-L- 218 m (715 ft.) 4 m (13 ft.) 101 m (331 ft.)
7 50+00-L- 111 m (364 ft.) 82 m (269 ft.)
8 51+00-L- 102 m (335 ft.) 74 m (243 ft.)
9 54+g5-L- 139 m (456 ft.) 28 m (92 ft.) 87 m (285 ft.)
10 66+25-L- 208 m (682 ft.) 62 m (203 ft.) 104 m (341 ft.)
11 75+45-L- 190 m (623 ft.) 154 m (505 ft.)
12 85+60-L- 124 m (407 ft.) 101 m (331 ft.)
13 88+80-L- 97 m (318 ft.) 79 m (255 ft.)
14 91+40-L- 150 m (492 ff.) 96 m (315 ft.)
15 97+20-L- 172 m (564 ft.) 141 m (463 ft.)
16 100+70-L- 347 m (1138 ft.) 255 m (837 ft.)
18 6+20-RP CA- 232 m (761 ft.) ~m~(~38rif#..}
19 5+85-RP B- 100 m (328 ft.) 75 m (246 f't.)
20 13+10-Y7- 81 m (266 ft.) 31 m (102 ft.)
Totals --- 2751n~ (9026 ft.) ~334m`~1096 ft.) ;1706tH; (5597 ft.)
*Denotes the relocated channel which will be used as on-site mitigation.
Environmental Agency Field Reviews and Concurrence Meeting
Two environmental agency field reviews were conducted for R-2206A. The first field
review was held for the A, B and. C sections of R-2206 on September 21-22, 1999. Mr.
Steve Lund, USACE, Asheville Regulatory Field Office, Mr. David Cox, NCWRC, Jared
Gray, Tim Bassette, and Chris Murray of NCDOT Project Development &
Environmental Analysis (PDEA) Branch attended this field review. NCDWQ declined to
attend and its comments to other environmental agencies. The second environmental
agency field review was held on November 15, 1999 for the A section of R-2206. Mr.
Mark Cantrell (USFWS) and Tim Bassette (PDEA) attended the second field review.
Z~~S
CWA §404 Individual Permit Application ~~(~ ~"'~ 12 of 16
TIP No. R-2206A 2' August 1, 2000

First Agency Field Review:
Three key issues were raised during the first field review. The issues involve wetland
delineations for the A, B and C sections, whether or not avoidance and minimization
needed to be revisited because of new wetlands that had been delineated, corrections to
the old wetland delineations, and stream determinations by NCDOT biologists. Stream
determinations conducted during the field review concluded that nineteen jurisdictional
stream sites along the A section would require compensatory mitigation. The agencies
agreed that avoidance and minimization issues would not have to be revisited. The new
wetlands were verified and the old wetlands that were to be removed were also verified.
During the field review, the agencies also asked about placing baffles in the proposed box
culverts and about reducing rip-rap around areas were new structures were being placed.
The agencies also commented on the stream relocation at Site 18. USACE requested a
drawing of the new design with contour lines or typical to depict that the stream is not on
design would be in the toe of slope and that there would be a 50 ft. wooded buffer.
Second Agency Field Review:
The USFWS raised four key issues in addition to verifying stream calls during the
project's second field review. The key issues involve the type of channel that would be
replacing the existing one at Site 18, bridging at Sites 5, 10, and 11, increasing the size of
box culverts at Sites 2, 5, and 11 and looking at redesigning the interchange between
existing NC 73 and proposed relocation of NC 16.
Agency Concurrence Meeting:
An environmental agency concurrence meeting was held on June 15, 2000, to discuss
issues brought up during the field review meetings. The first issue, placing baffles on
culverts, was discussed, and the result was that at the majority of the sites baffles would
not be needed. The sites were relatively flat, and the culverts will be buried 1 ft. to
facilitate the accumulation of natural stream bed materials in the box culvert between
storm events. However, NCDOT is proposing to place baffles at Site 8 because the slope
was greater than 2.0%. The second issue was Site 18 on permit drawings 24-28. The
agencies wanted NCDOT to make sure that the relocated channel was not situated above
the toe of slope at any point, that rip-rap sections in the design may not be claimed as on-
site stream mitigation, and that it needed 50 ft. wooded buffers. NCDOT response was
that the stream was never located above the toe slope at any point. The relocated channel
is located 60-150 ft. from the edge of pavement. This will allow for 50 ft. wooded
buffers. Also, the proposed rip-rap has been reduced but not eliminated, because these
areas are where fill will be required in the existing channel in order to construct the
proposed channel. The fill will be more unstable than if the proposed channel was cut in
natural ground, therefore, a hardened bank is required. The third issue was the stream
type of the relocated channel. The existing stream is a GSc and NCDOT proposes putting
in a CS stream which will be a more stable stream.
The fourth issue was bridging Sites 5, 10 and 11 which are on permit drawings 11, 16,
and 17 of 30. NCDOT did a cost estimate at each site, looking at construction of a bridge,
CWA §404 Individual Permit Application 13 of 16
TIP No: R-2206A August 1, 2000

the cost of building a culvert, and the cost of stream mitigation.(Table 5.)
Table 5. Cost analysis of bridging versus culvert and mitigation
Site Impacts Cost of culvert
& mitigation Cost of Bridging Cost difference
Station 37+35 5241inear ft. $ 166,500 $ 826,500 $ 660,000
Station 66+63 11821inear ft. $ 513,550 $ 1,851,360 $ 1,337,810
Station 75+46 11821inear ft. $ 489,950 $ 1,653,000 $ 1,163,500
NCDOT found that bridging Sites 5, 10, and 11 would be too expensive and would not be
cost effective.
The fifth issue refers to the increasing the size of box culverts at Sites 2, 8 and 19. These
sites are on permit drawings 8, 14 and 29 of 30. NCDOT's response was that based on
NCDOT Hydraulics Unit policy all culverts are sized to meet all requirements concerning
the conveyance of the 100-year storm event with 1 foot of backwater or less.
The last issue was that the USFWS wanted NCDOT to look into changing the
interchange where the proposed road intersects with NC 73. NCDOT believes that the
interchange chosen minimizes impacts as much as possible. In addition, redesigning the
new interchange would require redesigning the entire project.
Environmental Commitments
The NCDOT will follow numerous environmental commitments which are the result of
agency comments for the DEIS and the FEIS for R-2206. The commitments are listed
below.
• Hazardous spill basins will be provided at stream crossings within 0.8 km (0.5 mi.) of
the critical area of water supply sources classified as WS-IV. This includes two
crossings of an unnamed tributary (Sites 1 and 2) to Johnson Creek that flows. into
Mountain Island Lake south of Killian Road(SR 1909).
• Any stream relocations will be coordinated with the U.S. Fish and Wildlife Service
and the NC Wildlife Resource Commission.
• Potential hazardous waste sites will be assessed before right-of--way acquisition.
• If any of the archeological sites assessed as eligible for the NRHP are to be impacted,
the FHWA and NCDOT will coordinate with SHPO to develop an intensive testing
program, and if necessary an archival research plan for historic archeological .sites, to
evaluate the need for and plans for data recovery. If results of intensive testing of any
of the six eligible sites indicate the need for data recovery, a detailed data recovery
program will be developed and transmitted to the Advisory Council per 36 CFR
Section 800.
• The Record of Decision for this project will not be signed by FHWA until the
USDOT has made a conformity determination on the Gaston Urban Area
Transportation Plan and rural projects located in Gaston County Included in the STIP.
CWA §404 Individual Permit Application 14 of 16
TIP No. R-2206A August 1, 2000

The NCDOT will also implement the following environmental commitments which are
the result of agency comments for R-2206A. The commitments are listed below.
• NCDOT will mitigate for 0.26 acres of jurisdictional wetland by using WRP at a
ratio of 2:1 for a total of 0.52 acres on this project in order to satisfy our mitigation
requirements for impacting jurisdictional wetlands.
• NCDOT will mitigate for 8,2871inear ft. of jurisdictional streams by using WRP at a
ratio of 2:1 for a total of 16,574 linear ft. on this project in order to satisfy our
mitigation requirements for impacting jurisdictional streams.
• At the request of USACE, NCDOT will commit to installing the new stream using
natural stream design and divert water flow into the new channel before the fill slopes
are built.
• At the request of DWQ, NCDOT will commit to stabilizing the areas around the
natural stream design first, with native grasses and then after the stream and fill slopes
have been stabilized, establishing the wooded buffer that DWQ has requested by
planting native woody species from the stream out fifty feet on the fill slope side and
out to the NCDOT right-of--way limits.
• The NCDOT Best Management Practices (BMPs) will be incorporated into final
design of R-2206A in order to minimize sedimentation and erosion impacts along
entire project.
Compensatory Mitigation (Wetlands/Streams)
Wetlands
R-2206A will permanently impact 0.10 ha (0.26 ac.) of jurisdictional wetlands that
comprise waters of the United States. At a 2:1 ratio, the project requires 0.20 ha (0.52 ac.)
of off-site compensatory wetland mitigation. The NCDOT agrees to pay NCWRP
$6,000.00 for a half acre of off-site non-riverine wetlands upon receipt of the C~1VA §
401 Water Quality Certification. According to a June 20, 2000 letter from Ron Ferrell,
NCWRP, to Mr. Lund, USACE, the NCWRP accepts payment from NCDOT for 0.20 ha
(0.52 ac.) of wetland impacts. The NCWRP will provide the amount and type of required
wetland mitigation in Cataloging Unit 03050101 of the Catawba River Basin.
Streams
R-2206A will permanently impact 9,025 linear ft (2751 m) of jurisdictional streams that
comprise waters of the United States. NCDOT proposes 738 linear ft (225 m) of on-site
stream mitigation for R-2206A. Counting the proposed relocated stream channels as on-
site stream mitigation, R-2206A has~8287 linear ft (2,526 m~ of jurisdictional stream loss
that requires off-site compensatory stream mitigation. At a 2:1 ratio, the project requires
16,5741inear ft (5052 m) of off-site compensatory stream mitigation. The NCDOT agrees
to pay NCWRP $125.00 per linear foot of off-site stream mitigation upon receipt of the
CWA §401 Water Quality Certification. According to a June 20, 2000 letter from Mr.
Ron Ferrell, NCWRP, to Mr. Lund, USACE, the NCWRP accepts payment from
NCDOT for the 16,574 linear ft (5052 m) of stream impacts not covered by NCDOT's
CWA §404 Individual Permit Application 15 of 16
TIP No. R-2206A August 1, 2000

own stream mitigation efforts. The NCWRP will provide the amount and type of required
stream mitigation in Cataloging Unit 03050101 of the Catawba River Basin.
Authorization Request
The NCDOT believes that it has developed this project in accordance with the statutory
provisions of the CWA. Impacts have been avoided by alignment and construction
method selection. Design modifications and extensive environmental commitments have
further minimized impacts. The NCDOT proposes compensatory mitigation for
unavoidable wetland and stream impacts. Therefore, NCDOT requests authorization
under a CWA §404 Individual Permit to construct the project. Enclosed are ENG Form
4345 and permit drawings that depict impacts to waters of the United States as a result of
project construction. The NCDOT also requests that NCDWQ authorize this project
under a CWA §401 Water Quality Certification. A copy of this information is being
provided to NCDWQ along with the required $475.00 application fee.
If you have any questions or need additional information, please call Mr. Jared Gray,
Natural Systems Specialist, at 919-733-7844 ext. 331.
Sincerely,
~. L ~~
~•~. William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
WDG/jg
cc:
w/encl.: Mr. David Franklin, USACE, Wilmington .
Mr. John Dorney, NCDWQ, DEHNR
Ms. Kathy Matthews, USEPA
Ms. Marella Buncick, USFWS
Mr. David Cox, NCWRC
Mr. N.L. Graf, P.E., FHWA
Mr. David Henderson, P.E., Hydraulics
Ms. Debbie Barbour, P.E., Highway Design Branch
Mr. Calvin Leggett, P.E., Program Development Branch
Mr. John Alford, P.E., Roadway Design Unit
Mr. M. L. Holder, P.E., Division 12 Engineer
Mr. Tom Kendig, P.E., Project Planning Engineer
CWA §404 Individual Permit Application 16 of 16
TIP No. R-2206A August 1, 2000

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IE~I$®I~]EI~T~ ®~N~I$~
NAMES AND ADDRESSES
NAMES ADDRESSES
WAYNE B. NI%ON P.O. BO% 161
DENVER. NC 28037
CAROLINA CE_ NTERS, LLC P.O. BO% 100b
E, NC 28201
R C. SIFFORD, SR, HEIRS 723 SIFFORD RD
STANLEY, NC 28164
PROSPECT HILIS DEVELOPMBNT INC. 7855 LIVB OA%S
BILL FURR DENVER. NC 28037
HOMES BY GEORGB 3TEBLB, INC. P.O. BO% 2686
MATT~WS„ NC 28106
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GASTON/LINCOLN COUNTY
PROJECT:81830501 (R~2206A)
NC 16 FROM SOUTH OF LUCIA
TO NORTH OF NC 73
SHEET 5 OF 30 5/ll/00

13. NAME OF WATERBODY, IF KNOW (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Unnamed tributaries to Johnson Creek, Johnson Creek,
unnamed tributaries to Forney Creek and Forney Creek.
15. LOCATION OF PROJECT
Gaston and Lincoln Counties NC
County State
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
See May 8, 1997 FEIS
17. DIRECTIONS TO SITE
See vicinity maps associated with permit drawings.
18. Nature of Activity (Description of project, include all features)
The 5.4-mile project will relocate NC 16 in the southwestern piedmont region of North Carolina as a four-lane
divided, limited access expressway. The project will extend northward from Lucia, beginning where the existing
four-lane section ends, to NC 16 just north of NC 73. Access will be provided at major crossroads via either at-
grade intersections or interchanges.
19. Project Purpose (Describe the reason. or purpose of the project, see instructions)
Public highway facility. Detailed explanation of project purpose and need are included in May 8, 1997 EA/FONSI.
USE BLOCKS 20-22 IF DREDGED AND/ OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for discharge
Roadway construction along relocated NC 16.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Roadway fill, pipe/culvert extension and stream relocation.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
See cover letter and permit drawings.
23. Is Any Portion of the Work Already Complete? Yes No X
IF YES, DESCRIBE THE COMPLETED WORK.
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be
entered here, please attach a supplemental list).
See property list included with permit drawings.
25. List of Other Certifications or Approvals/ Denials Received from other Federal, State, or Local Agents for Work
Described in This Application.
AGENCY TYPE OF IDENTIFICATION DATE APPLIED DATE DENIED
APPROVAL* NUMBER
N/A
" Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify
that the information in this application is complete and accurate. I further certify that I possess the authority to
unc rtake the work described herein or am acting as the agent duly authorized agent of the applicant.
SIGNATURE OF APP (CANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it
may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or
agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or
disguises a material fact or makes any false, ficticious or fraudulent statements or respresentations or makes
any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry,
shall be fined not more than $10,000 or imprisoned not more than five years or both.

APPLICATION FOR OMB APPROVAL No. 0710-003
DEPARTMENT OF THE ARMY PERMIT Expires October 1996
(33 CFR 32v~
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this
collection of information, including suggestions for .reducing this burden, to Department of Defense, Washington
Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003),
Washington, DC 20503. Please DO NOT RETURN your form to either of those addresses. Completed applications must
be submitted to the District Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10: 1413, Section 404. Principal Purpose: These laws require authorizing activities in, or
affecting, navigable waters of the United States, the discharge or fill material into waters of the United States, and the
transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on
this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary.
If information is not provided, however, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having
jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION
. COMPLETED
(ITEMS BELOW TO BE FILLED OUT BY THE APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE,
(an agent is not required) '
N.C. Department of Transportation William D. Gilmore, P. E. Manager
Project Development and Environmental Analysis Branch
6. APPLICANT'S ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
APPLICANT'S PHONE NOS. W/AREA CODE
a. Residence
b. Business [phone]
9. AGENT'S ADDRESS
10. AGENTS PHONE NOS. W/AREA CODE
a. Residence
b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, , to act on my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE
DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Proposed relocation of NC 16 from South of Lucia to North of NC 73 in Gaston and Lincoln Counties a total
distance of 8.7 km (5.4 mi.).

~ ~ _~
END PROJECT TO HICKORY
i 16
73 i
CSX RAILROADI
.~ 73
N
~ SR 1397
~~
LINCOLN COUNTY I
~ASTpN COUNTY '--'-_--
.\ _-_-
16
NOT TO SCALE TO CHARLOTTE
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
((~ ~ ~ ~ ~ ~ GASTON / LICOLN COUNTY
PROJECT: 81830501 Qt-2206A)
NC 16 FROM SOUTH OF LUCIA
TO NORTH OF NC 73
OF 3~ S/ll/00

17
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N. C. DEPT.OF TRANSPORTATION
DIVISION OF HI(~HWAY3
~~ ~ ~ ~®~ ~ ~ ~®N QASTON/LINCOLN COUNTY
PROJECT: 81830501 (R-2206A)
~~~
NC 16 FROM SOUTH OF LUCIA
TO NORTH OF NC 73
SHEET a OF 3 ~ S / 11 / 00

w A
LEGEND
~~LB~~ WETLAND BOUNDARY
L
~~ WETLAND
L
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
® DENOTES FILL IN
SURFACE WATER
(POND)
®DENOTES TEMPORARY
FILL IN WETLAND
fe~11~Il~DENOTES EXCAVATION
IN WETLAND
DENOTES TEMPORARY
FILL IN SURFACE WATER
LIVE STAKES
BOULDER
~... COIR FIBER ROLLS
5 ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
~--~
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULYERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
• • • • DENOTES MECHANIZED I ~y
•'~ •' • CLEARING CW-, SINGLE TREE
-~ -~- FLOW DIRECTION
~ ~ TOP OF BANK
---WE --- EDGE OF WATER
- ~ -PROP. LIMIT OF CUT
- ~ - PROP. LIMIT OF FILL
PROP. RIGHT OF WAY
- - NG- -NATURAL GROUND
- --ems - PROPERTY LINE
-TDE- TEMP.ORAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- E PLANT BOUNDAR ~
--~ ---- WATER SURFACE
WOODS LINE
^ DRAINAGE INLET
ROOTWAD
VANE
RIP RAP
RIP RAP ENERGY
DISSIPATOR BASIN
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GASTON /LINCOLN COUNTY
PROJECT: 8.1830501 Qt-2206A)
SHEET 3 OF 3~ 5/11/

I~I$®I~EI~TY ®~NEI~S
NAMES AND ADDRESSES
NAMES ADDRESSES
JAMS J. HSNSLB, 3R. 69(8 3IFFORD ROAD
3TANL$Y, NC 2816
ANTHONY L DRUM 1392 LUCIA DRIVE BEND HWY.
MT. HOLLY, NC 28120
CRE9CSNT RB~SOURCB3 X00 S. TRYON 3T.
3UITS 1300
CHARLO'1'TB, NC 28!01-1003
IDA L$$ HSLTON 321 OLDWAt10N RD.
MT. HOLLY, NC 281!0
OARY M. DUGSWORTH 667 & HWY.16
3TANLSY. NC 2816
3YLVIA NISON CAMP 1~ N OAgWOOD 3T.
OA3TONIA, NC 28066
AIItLIS PARS, INC. P.O. BO% 9
LINCOLNTON, NC ?8093
TRACY L,. HOPPB~R, JR, RT.1, BO% b73
3TANL$Y, NC 2816
CLBMENT ~ TATE 507 SII.LIAN RD.
STANLEY, NC 2816
WII.LIAM W. DUCgWORTH bfrt0 PICSERINt3 CT.
COLORADO SRPIN(~, 00.80911
NORTH W. JON&4 ~I38 3. HWY.16
STANLEY, NC 2816
ERNBST Y. NI%ON ~2rt S~. PII.OT SNOB ROAD
STANLEY. NC 2816

][~I$®I~ERT~ ~~NERS
NAMES AND ADDRESSES
NAMES ADDRESSES
WAYN$ $. NI%ON
CAROLINA CENTSRB, LLC
R. C. 3IFFORD, 3R., HSIItS
PROSPBCT HILI.3 DBVBLOPM$NT INC.
BILL FURR
HOMB3 BY Q8OR(~$ 3TS$LB, INC.
PA. BO% 161
DBNVSR, NC ?,8037
P.O. BO% 1003
CHARIATT& NC 28201
?23~( SIFFORD RD
3TANL$Y, NC 28164
7855 LIVE OASS
DgNVSR. NC 28037
P.O. HO% '1686
MATTHEW3~ NC 28106

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CHANNEL CHANGE ~ 6+00 RAMP -CA-

~Q
Q~ N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GASTON /LINCOLN COUNTY
PROJECT: 8.1830501 (R-2206A)
NC 16 FROM SOUTH OF LUCIA
TO NORTH OF NC 73
SHEET a~ OF 3b 6 / 07 / 00

ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME UNNAMED UNNAMED UNNAMED
DRAINAGE AREA (DA) 0.36 Sq M1 0.36 Sq Mi 0.36 Sq M1
WATER SURFACE SLOPE
0.94%
0.94%
0.94%
BANKFUL WIDTH (Wbkf) 2.2 M 3.8 M 3.8 M
MEAN DEPTH (d bkf) 0.45 M 0.38 M 0.38 M
BANKFUL X-SECTION ARE I.01 M 2 1.16 M 2 1.16 M 2
WIDTH/DEPTH RATIO 6.2 10 10
Maximum DEPTH (dmbkf) 0.67 M 0.59 M 0.59 M
IDTH Flood-Prone Area
f e 3.10 M 11.8 M 11.8 M
ENTRENCHMENT RATIO (ER 1.42 3.1 3.1
CHANNEL MATERIALS: D50 SAND 0.8mm SAND 0.8mm SAND 0.8mm
SINUOSITY (K) IRREGULAR - 1.2 IRREGULAR - 1.2 IRREGULAR - 1.2
MEANDERS:
AVG. LENGTH II.O M II.O M 10.0 M
AVG. AMPLITUDE I.0 M I.0 M I.0 M
AVG. RADIUS 7.0 M 7.0 M 12.0 M
DISCHARGES:
0 BANKFULL 0.57 CMS 1.2 CMS 1.2 CMS
02 1.9 CMS 1.9 CMS 1.9 CMS
VELOCITY:
V BANKFULL 1.21 M/S I.01 M/S I.01 M/S
V2 CHANNEL 1.41 M/S 1.22 M/S 1.22 M/S

CLASSIFICATION G5c C5 C5

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North Carolina
Department of Environment and Natural Resources ~ ~ ~
Division of Coastal Management ~
r ~~
Michael F. Easley, Governor ~ ~ D ~~
• William G. Ross Jr., Secretary
Donna D. Moffitt, Director
February 19, 2000
MEMORANDUM ~ ~a~
-,~
,,
TO: Mr. Kerr T. Stevens ~
Director
Division of Water Quality ~ C ~ l
~`.~r~
FROM: Douglas V. Huggett
Inland "404" Coordinator
SUBJECT: "404" Project Review
The attached U.S. Army Corps of Engineers Public Notice for Action No. 200031430 dated February 14,
2000 describing a proposed project by NC DOT-GASTON & LINCOLN COUNTIES is being circulated
to interested state agencies for comments on applicable Section 404 and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
3/12/2001. If you have any questions regarding the proposed project, please contact me at 733-2293. ~ When
appropriate, in-depth comments with supporting data is requested.
REPLY
Signed _
This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Date
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTIOA` EMPLOYER - 504b RECYCLED / 10 ro POST CONSUMER PAPER

North Carolina
Department of Environment and Natural Resources ~ • ~
Division of Coastal Management ~'
.tiy-
r ~~
Michael F. Easley, Governor ~ ~ ~ ~~
VF'ilIiam G. Ross Jr., Secretary
Donna D. Moffitt, Director
February 19, 2000
MEMORANDUM
TO: Mr. Kerr T. Stevens
Director
Division of Water Quality
FROM: Douglas V. Huggett
Inland "404" Coordinator
SUBJECT: "404" Project Review
The attached U.S. Army Corps of Engineers Public Notice for Action No. 200031430 dated February 14,
2000 describing a proposed project by NC DOT-GASTON & LINCOLN COUNTIES is being circulated
to interested state agencies for comments on applicable Section 404 and/or Section 10 permits.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
3/12/2001. If you have any questions regarding the proposed project, please contact me at 733-2293. When
appropriate, in-depth comments with supporting data is requested.
REPLY- This office supports the project proposal.
No comment.
Signed _
Comments on this project are attached.
This office objects to the project as proposed.
Date
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY 1 AF!•ZRMATlVE ACTTO)\ EMPLOYER - 504b RECYCLED / l OSc POST' CONSUMER PAPER

R;
r'
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID No. 200031430
February 14, 2001
PUBLIC NOTICE
The North Carolina Department of Transportation, ATTN: Mr. William D. Gilmore, Manager,
Project Development and Environmental Analysis Branch, 1548 Mail Service Center, Raleigh, North
Carolina 27699-1548 has applied for a Department of the Army (DA) permit TO DISCHARGE
DREDGED OR FILL MATERIAL INTO THE WATERS AND ADJACENT WETLANDS OF
JOHNSON CREEK AND UNNAMED TRIBUTARIES, FORNEY CREEK AND UNNAMED
TRIBUTARIES, AND UNNAMED TRIBUTARIES TO THE CATAWBA RIVER IMPACTING
A TOTAL OF 9026 LINEAR FEET OF STREAM CHANNEL AND 0.26 ACRES OF WETLAND
TO FACILITATE THE RELOCATION AND WIDENING OF A 5.4- MILE SECTION OF NC
HIGHWAY 16 FROM THE EXISTING 4-LANE SECTION OF HIGHWAY EAST OF LUCIA
NORTH TO NC HIGHWAY 73 NEAR LOWESVILLE, GASTON AND LINCOLN COUNTIES,
NORTH CAROLINA (TIP NO. R-2206 A, State Project No. 8.1830501).
The following description of the work is taken from data provided by the applicant and from
observations made during an onsite visit by a representative of the Corps of Engineers. Plans
submitted with the application show the proposed construction of a four-lane divided, limited access
highway facility with a 60-foot wide, grassed median and grassed shoulders on new location.
Section A would extend from the end of the existing four-lane section of NC 16 southeast of Lucia
in Gaston County to an intersection with NC Highway 73 north of Lowesville in Lincoln County,
a distance of 5.4 miles. Six small forested and emergent wetlands ranging in size from 0.02 acres
to 0.12 acres would be filled or cleared by the proposed construction. These wetlands are scattered
throughout the headwaters of the Johnson Creek and Forney Creek drainage basins and are typically
vegetated with red maple, tulip poplar, American elm, tag alder, silky dogwood, rush, sedge and
jewelweed. A total of 0.26 acres of wetlands would be impacted by the proposed construction. The
project would also result in impacts to 9026 linear feet of stream channel at 191ocations from pipe
and culvert installation as well as channel relocations. All streams have perennial flow. These
stream channels range in size from 2 to 15 feet wide and are generally less than 1-foot deep. These
streams are generally low gradient and have substrates of silt, sand and fine gravel. Some of these
channels near existing road crossings and development exhibit impacts from urbanization activities
including channel scour and incision, unstable banks and channel aggradation. Single, reinforced
concrete pipe ranging in size from 24 to 60-inch diameter would be installed at eight stream
crossings. The length of these culverts range from 230 to 330 feet long. Single-cell, concrete box
culverts would be installed at seven stream crossings. These culverts range in length from 170 to
836 feet. An existing 10' x 8', single-cell, concrete box culvert on a Forney Creek tributary would

2
be extended approximately 70 feet at the intersection with NC Highway 73. At this same
intersection the existing triple-cell box culvert under NC 73 would be extended to the north and
south an additional 100 feet. A double-cell, 6'x 7', 341-foot long concrete box culvert is proposed
at the crossing of Johnson Creek. Baffles would be placed in the proposed box culvert at Site 8, the
only location where the slope exceeds 2 %. Approximately 738 feet of an unnamed tributary to the
Catawba River would be relocated at the southern end of the project utilizing natural stream channel
design. This new channel would have 50-foot wooded buffers incorporated into the permanent right-
of-way. As a result of the onsite channel relocation, there would be a net loss of 82871inear feet of
functional stream channel from the proposed work. Minimization measures incorporated into the
project include onsite channel relocation where practicable, utilization of 2:1 fill slopes through
channel and wetland crossings, elimination of lateral ditching through wetlands, reducing the use of
riprap in areas of channel relocation, and redesigning the intersection at NC Highway 73 to reduce
impacts. The applicant is currently proposing to mitigate for wetland and stream losses by
contributing to the North Carolina Wetland Restoration Program (WRP). If approved, this off site
mitigation would occur entirely within the Upper Catawba River Basin (HUC 03050101). An
Environmental Impact Statement (EIS) for the proposed work was approved by the Federal Highway
Administration on May 8, 1997. The purpose of the proposed road is to accommodate current and
future traffic volumes and improve safety. Plans showing the proposed work are included with this
public notice.
The State of North Carolina will review this public notice to determine the need for the
applicant to obtain any required State authorization. No Department of the Army (DA) permit will
be issued until the coordinated State viewpoint on the proposal has been received and reviewed by
this agency, nor will a DA permit be issued until the North Carolina Department of Environment and
Natural Resources (NCDENR) has determined the applicability of a Water Quality Certificate as
required by PL 92-500.
This application is being considered pursuant to Section 404 of the Clean Water Act (33
U.S.C. 1344). Any person may request, in writing within the comment period specified in this
notice, that a public hearing be held to consider this application. Requests for public hearing shall
state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties listed as being
eligible for inclusion therein, and this worksite is not registered property or property listed as being
eligible for inclusion in the Register. Consultation of the National Register constitutes the extent
of cultural resource investigations by the District Engineer, and he is otherwise unaware of the
presence of such resources. Presently, unknown archeological, scientific, prehistorical, or historical
data maybe lost or destroyed by work under the requested permit.
i~
a
f
The District Engineer, based on available information, is not aware that the proposed activity
will affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.

0
3
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity and its intended use on the public interest.
Evaluation of the probable impacts which the proposed activity may have on the public interest
requires a careful weighing of all those factors which become relevant in each particular case. The
benefits which reasonably maybe expected to accrue from the proposal must be balanced against
its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the
conditions under which it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern for both protection and
utilization of important resources. All factors which may be relevant to the proposal must be
considered including the cumulative effects thereof. Among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood
hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation,
shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs,
safety, food and fiber production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the placement of dredged or
fill materials in waters of the United States, a permit will be denied if the discharge that would be
authorized by such permit would not comply with the Environmental Protection Agency's 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit
will be granted unless the District Engineer determines that it would be contrary to the public
interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To
make this decision, comments are used to assess impacts on endangered species, historic properties,
water quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA).
Comments are also used to determine the need for a public hearing and to determine the overall
public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA) permit will not be
made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
certification required by Section 401 of the Clean Water Act. The NCDWQ considers whether or
not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act.
The application and this public notice for the Department of the Army (DA) permit serves as
application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification maybe reviewed at the
offices of the Environmental Operations Section, North Carolina Division of Water Quality
(NCDWQ), 1621 Mail Service Center, Raleigh, North Carolina 27699-1621. Copies of such
materials will be furnished to any person requesting copies upon payment of reproduction costs.

4
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), Wetlands Section, 1621 Mail Service Center, Raleigh, North Carolina 27626-0621, on
or before March 5, 2001, Attention: Mr. John Dorney.

Written comments pertinent to the proposed work, as outlined above, will be received in this
office, Attention: Mr. Steven Lund, unti14:15 p.m., March 15, 2001, or telephone [phone].

r
END 3'R4JECT TO HIcKoRY
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ITEM STREAM STREAM RELOCATION
STREAM NAME
UNNAMEd UNNAMED
UNNAMED
DRAINAGE AREA (DA)
WATER SURFA E SLOPE 0.36 Sq MI 0.36 S Mi 0.35 5 M-
0.9Q% 0.94% 0.94%
SANKFUL WIDTH tW~f) 2.2 M 3.8 M
3
$ M
MEAN DEPTH (dbk~) 0
45 M .
SANKFUL. X-SECTION ARE . 0.38 M 0. $ M
WIDTH/DEPTH RATIO !•01 M 2 1.16 M 2 1.16 M 2

Maximum DEPTH (d
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IDTN Flood-Prone Area 0.57 M
0.59 M
0.59 M
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ENTRENCHMENT RATIO (ER 3.f0 M 11.8 M p,$ M
1.42
3.1
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CHANNEL MATERIALS: D50 SANG 0.8mm SAND 0.8mm SAND 0
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SINUOSITY (K) IRREGULAR - t.2 .
fRREGULAR - 1.2 IRREGULAR - i
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AVG. LENGTH II.O M I1.0 M 10.0 M
AVG. AMPLITUDE l.0 M 1
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AVG. RADIUS 7.0 M 7.0 M 12.0 M
DISCHARGES:
Q BANKFULI. 0.57 CMS 1.2 CMS 1.2 CMS
02 1.9 CMS 1.9 CMS ~ 1.9 CMS
VELOCITYt
V BANKFUI.L f.21 M/S I.01 M/5 1.01 M/S
V2 CHANNEL [.41 M/S 1.22 M/S l.22 M/S
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State of North Carolina
Department of Environment
and Natural Resources ~ ~ ~ Z ~ °~
(~-~ ~ 5`~'~
`'
Division of Water Quality
James B. Hunt, Jr., Governor ~+~
~~~~~~
Bill Holman, Secretary
Kerr T. Stevens, Director
April 3, 2000, 2000
MEMORANDUM
To: Tom Kendig, Project Development
From: Cynthia F. Van Der Wiele, NC Division of Water Quality ~ ~~
Subject: Review of Hazardous Spill Catch Basins for NC 16, Gaston County, T.I.P. R-2206A.
This memo is in reference to your correspondence dated March 15, 2000, in which you requested a review
of the hazardous spill catch basins for the NC 16 project. The NCDOT's proposal to construct hazardous
spill catch basins at specific high risk areas is commendable. Often, when spills occur along highways,
emergency responders will construct ditches to prevent spills from entering surface waters and to assist in
clean up. I appreciate your sending me the Sluice Gate details that will be used.
The Sluice Gate detail (Mode120-lOC) noted that the seating faces are available in naval bronze or
machined cast iron. I would recommend the bronze face due to its corrosion resistance. I am assuming that
these sluice gates will not be regularly opened/closed or serviced very frequently. Additionally, the bronze
face offers maximum fluid shutoff-the goal of using a hazardous spill catch basin in the first place.
Thank you for allowing NCDWQ the opportunity to comment on the project. If you have any questions,
please call Cynthia Van Der Wiele at 919.733.571.
Pc: Steve Lund, USCOE, Asheville Field Office
File Copy
Central Fiies
1 h>1 ~%taii Service Center, Raleigt-!, iVorth Carotina 2%699-1021 : eiephone 919-733-5083 FAX 919-715-OOHS
~n ~C"2i ~C^Ctt::rllti ..`ti:':Y1~tfV:: A~:i^.n G.t,JIC;'~t inn:, !°~Vr~lod/ ino,;, oost-co^sumer p2per

6ea STA7pv
~A ~
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR
GOVERNOR
March 15,2000
DAVID MCCOY
SECRETARY
STATE PROJECT: 8.1830501 (R-2206A)
COUNTY: Gaston-Lincoln
DESCRIPTION: NC 16 from South of Lucia in Gaston Co. to North of NC 73 in
Lincoln Co.
MEMORANDUM TO: Cynthia Vanderwiele
Division of Water Quality
FROM: ~ ~ Marshall Clawson, P.E.
Hydraulics Unit
SUBJECT: Hazardous Spill Basins
MAR 1 7 20~
S ;J uP~iJr•
'~ i~~'t.-::? lTY SEC~€IOh~
Per your request, please find attached the Sluice Gate detail that will be used with the
Hazardous Spill Basins. Following is a brief description of each basin:
1. Stati.7n 213v Lt. C~~i- asin foi111c '-'`.----- ~ " '• ,
Rp- 11 ~c~v~~cii iii rorYl -L- line ana Ramp CA(sheet
30).
2. Station 7+00 Lt. Rp-CA-Basin formed by fill from Rp-BC(sheet 7).
3. Station 22+40 Rt.-L- Basin excavated to get required volume(sheet 7 & 8).
4. Station 24+30 Rt.-L- Basin created by berm and proposed fill(sheet 8).
5. Station 37+30 Rt.-L- Basin excavated to get required volume(sheet 11).
6. Station 37+80 L,t.••L- Basin created by berm and proposed fill(sheet 11 & 12).
7. Station 42+80 Lt.-I,- Basin excavated to get required volume(sheet 13).
If you have any questions please call me at 919-250-4100.
cc: Tom Kendig,PD&EA

OCR (2 ~~z
r
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A r.^°~
~~ ONM+~~
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. 1548 MAIL SERVICE CENTER, RALEIGH, N.C. 27699-1548 DAVID MCCOY
GOVERNOR SECRETARY
June 16, 2000
Ron Ferrell
Wetland Restoration Program
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Re: Wetland and stream mitigation for the relocation of NC 16 from
Lucia to North of NC 150 in Gaston, Lincoln, and Catawba
Counties. State Project No. 8.1830501; TIP <~t'C Federal
Aid Project No. F-24-1(34).
Dear Mr. Ferr
The North Carolina Department of Transportation (NCDOT) has requested that
the Wetland Restoration Program (WRP) provide wetland and stream mitigation
for the proposed relocation of NC 16 from Lucia to North of NC 150 in Gaston,
Lincoln, and Catawba Counties (R-2206). The NCDOT Hydraulics Unit has
estimated 3.06 acres of wetland impacts. The 3.06 acres of wetland impacts are
divided into 1.56 acres of non-riverine and 1.5 acres of riverine. NCDOT will be
impacting 21,412 linear feet of stream based on final designs for the road project.
These impacts are located in Hydrologic Unit 03050101 of the Catawba River
Basin, requiring mitigation of 6.12 ac. of wetlands and 42,824 linear feet of
streams to satisfy permitting requirements of the U.S. Army Corps of Engineers
(USAGE) and the North Carolina Division of Water Quality (DWQ). Upon receipt
of the 401 Water Quality Certification from DWQ, NCDOT will transfer funds to
WRP in the amount of $125 per linear foot for stream mitigation, $37,440 for non-
riverine wetlands, and $72,000 for riverine wetlands. This wilt cover the costs of
planning and implementation of mitigation performed.

Table 1 TIP No. R-2206 stream and wetland impacts by sections
Section Hydrologic Surface Water 2:1 Wetland 2:1
Unit Impacts Compensatory Impacts Compensatory
Mitigation Mitigation
(linear ft.) (acres)
A 03050101 8,517 linear ft. 17,034 linear ft. 0.36 0.72
B 03050101 6,655 linear ft. 13,310 linear ft. 0.34 0.68
C 03050101 6,240 linear ft. 12,480 linear ft. 2.36 4.72
(1.5 riverine)
(0.86 non-riverine)
In order to satisfy regulatory assurances that mitigation will be performed, the
DWQ requires a formal letter from the WRP indicating their willingness and ability
to provide the mitigation work requested by NCDOT. NCDOT requests such a
letter of confirmation be submitted by July 15, 2000 to facilitate the permitting of
this project. This letter should be addressed to Mr. John Dorney of DWQ, with
copies submitted to NCDOT and Mr. Eric Alsmeyer of USACE.
If you have any questions or need additional information, please contact Mr.
Jared Gray at 919-733-7844 Extension 331. Thank you for your cooperation in
this matter.
Sincerely,
~_. T
/~,,, William .Gilmore, P.E., Manager
b_ Project Development and Environmental
Analysis Branch
cc: Steve Lund, USACE
John Dorney, DWQ
Charles Bruton, NCDOT
Gordon Cashin, NCDOT
Jared Gray, NCDOT

~ i2~2
State cif North Carolina
Department of Environment
and Natural Resources
Division of Water Quality

James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
February 23, 2000
MEMORANDUM
To: Tom Kendig, Project Development
i ~
~ "
From: Cynthia F. Van Der Wiele, NC Division of Water Quality ~~
Subject: Review of Hazardous Spill Catch Basins for NC 16, Gaston County, T.I.P. R-2206A.
This memo is in reference to your correspondence dated February 22, 2000, in which you requested a
review of the hazardous spill catch basins for the NC 16 project. The NCDOT's proposal to construct
hazardous spill catch basins at specific high risk areas is commendable. Often, when spills occur along
highways, emergency responders will construct ditches to prevent spills from entering surface waters and to
assist in clean up. I am not familiar with the particulars of how these basins are designed, but I assume they
are designed to function as oil/water separators or to slowly release stormwater, but not by infiltration.
Allowing the stormwater to infiltrate would also potentially allow a hazardous substance to infiltrate into
ground water, and, as such, should be avoided.
While I appreciate the roadway design you sent indicating the locations and volumes of the hazardous spill
catch basins, I will need a design detail of the hazardous spill catch basin as well. There did not appear to
be details provided on how the basins would be constructed, the materials used, or how they should
function. It would be beneficial to have a closeable valve, or some means of stopping the stormwater outlet
in the event of a spill.
Thank you for allowing NCDWQ the opportunity to comment on the project. If you have any questions,
please call Cynthia Van Der Wiele at 919.733.5715.
Pc: Steve Lund, USCOE, Asheville Field Office
File Copy
Central Files
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
February 23, 2000
~~A
NCDENR
MEMORANDUM
To: Tom Kendig, Project Development
From: Cynthia F. Van Der Wiele, NC Division of Water Quality C.t)d~
Subject: Review of Hazardous Spill Catch Basins or NC 1 Gaston County, T.I.P. R-2206A.
vc~~a~a
C-gas-~~
This memo is in reference to your correspondence dated February 22, 2000, in which you requested a
review of the hazardous spill catch basins for the NC 16 project. The NCDOT's proposal to construct
hazardous spill catch basins at specific high risk areas is commendable. Often, when spills occur along
highways; emergency responders will construct ditches to prevent spills from entering surface waters and to
assist in clean up. I am not familiar with the particulars of how these basins are designed, but I assume they
are designed to function as oil/water separators or to slowly release stormwater, but not by infiltration.
Allowing the stormwater to infiltrate would also potentially allow a hazardous substance to infiltrate into
ground water, and, as such, should be avoided.
While I appreciate the roadway design you sent indicating the locations and volumes of the hazardous spill
catch basins, I will need a design detail of the hazardous spill catch basin as well. There did not appear to
be details provided on how the basins would be constructed, the materials used, or how they should
.function. It would be beneficial to have a closeable valve, or some means of stopping the stormwater outlet
.in the event of a spill.
Thanl: you for allowing NCDWQ the opportunity to comment on the project. If you have any questions,
please call Cynthia Van Der Wiele at 919.733.~71~.
Pc: Steve Lund, USCOE, Asheville Field Office
File Copy
Central Files
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

~~ c~G~z~
~~- ~~ sin ~-
CDE R C~
North Carolina Department of Environment and Natural Resources ~~ ~~ ~
Division of Water Quality
Michael F. Easley, Governor
July 29, 2004
Gregory J. Thorpe, Ph.D., Director
NC DOT - PDEA
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
t
This letter is to inform you that the biological monitoring' equirements for the projects listed
below are considered complete based on the criteria listed the Interim, Internal Technical
Guide Summary for Benthic Macroinvertebrate Monitoring protocols for Compensatory Stream
Restoration and Enhancement Level 1 Projects.
TIP Project No. Site No.
R-2206A
Site 1
Site 2

R
2239C Site 3
- Sites 4, 5, and 6
Site 7
Site 8

R
2210A Site 1
- Site 2
U-2827A
401 Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ~jle
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCaTOlina
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state.nc.us/ncwetlands ~ 7 ~ 1_ - _. ~ //. ,

No further biological monitoring is required for these projects for one of the two following
reasons:
1) The project is included in the 801eve1 1 projects referenced in Part I. Regulatory
. Requirements of the technical guide.
2) In DWQ's opinion, the project has met the requirements of the permit based on biological
monitoring that has been completed to date.
Satisfaction of the biological monitoring requirements based on these two reasons is applicable
only to the projects listed above and should not be applied to current or future projects without
approval from the DWQ. ff you have any questions on this matter, please contact John Hennessy
at 919-733-5694.
S' ely,
.,.
;:
Alan W. Kli~ek, P.E.
'',\
Cc: Phillip Todd, NC DOT - O ~,
Phil Harris, NC DOT -ONE
File Copy

(~Q 123
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO February 14, 2001
Regulatory Division
J~L~ ;~
Action ID No. 200031430 ' ~ ~t
~~B 1 6 20C-
Mr. John Dorney
Division of Water Quality
NC Department of Environment and
Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27626-1621
Dear Mr. Dorney:
Enclosed is the application of the North Carolina Department of Transportation for
Department of the Army authorization and a State Water Quality Certification to discharge
dredged or fill material into the waters and adjacent wetlands of Johnson Creek and unnamed
tributaries, Forney Creek and unnamed tributaries and unnamed tributaries to the Catawba River
Creek impacting a total of 9026 linear feet of stream channel and 0.26 acres of wetland to
facilitate the relocation of a 5.4-mile long section of NC Highway 16 from the existing four lane
section south of Lucia to NC Highway 73, Gaston and Lincoln Counties, North Carolina (TIP
No. R-2206A, State Project No. 8.1830501). Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
h1 accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by A~1 16 2001 the District Engineer will deem
that waiver has occurred.

2
Questions or comments maybe addressed to Mr. Steven Lund, in our Asheville Regulatory
Field Office, at [phone].
Sincerely,
~~:~~~~-
E. David Franklin
Chief, NCDOT Team
Regulatory Division
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

US ARMY CORPS~ENGRS ID:18282714858
APPLICATION FOR
13EPARTMENT OF TWE ARIVIY PERMIT
(33 CFR 32a~
FEB 08'01 15:17 No .006 P.02
OMB APPROVAL No. 0710-003
Expires October 1956
public repotting burden for this coltectlon of IntOrmatiort Is estimated to average 5 hours por responso, including the time for
reviewlrtg lnstrvcti0rtg, ECarthing e><Isting data sources, gathering and maintaining the data needed, anti Completing and
rCVioWing the collection of infprtnatlon. SOhd Comments regarding this burden eatlrnate or any other oapeot of this
co)lectlon of Info~atlon, inclttdtng suggestions for reduclny this hurcten, to Department of pefensa, Washington
HeadquaRers Sorvleo Diroftorate of Information Operati011s aria Reports, 121$ Jefferson Davis Highway, Suke 1204,
Arlington, VA 22202-4902; and IO t+te Off1CC Of Management and Budget, Paponvork Reduction Project (0770-0003),
Washington, DC 2060$. Pleaso p0 NOT RETURN your fpnn tv either of ttloso addresses. Compeete0 appllfatlOns must
be submitted to the Dlstrle:t Engineer having jt+dadlctlon ovor ttto location of the proposed pcttvity.
pIiIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10: 1413, section aoa. Principal Purppse: These laws rogtHre atrthorizing activities In, Or
affecting, navigable waters o} the United $tetes, the discharge Or fill ritaterial Soto waters of the Ultlted States, and the
transportation of tlredged material for the purpOtte Ot dllmping it into ocean waters. 17olttttte USOS: Informtrtlon prpylded on
this form will be used in eyaluating the application for a permk. Disclosure: Dt8Cl0altr0 Of requested Information Is VOlilntary.
H Information Is ttgt proYldotl, hOWeVer, the permit application cannot t)C professed nor can a Permit de Issuod,
One bet of original drawings or good reproducible copies which show the It,eptiptl and eharaftor of the proposed ectlvlty must
be attached to this application {Ree sarnplo drnwings and inatructlonsz) and t>o sllbmltted to the District Engirtccr ttaving
Juriedlctlon over the location of the proposed activity. An appllCatton that 1E hot completed in full wll) be returned.
(/TENS 7 THRU 4 TO BE FILLED BY THE CORAS)
1. APPLICATIQN NO, 2. FIELO OFFICE COOE 3, DATE RECEIVED 4. [7ATE APPLICATION
. COMPLETE/)
(ITEMS BELOW Tp Er£ FILLED OUT BY THE APPLICANT}
S. APPLICANT'S NAME 8. AUTHORIT.EO AGENT'S NAME AND TITLE
N.C. Department of Tranaportatlon fan spent la not requirev)
Project Development and Environmental Anatysla Brandt Witllaln D. Gllmare, P. E. Manager
6, APPLICANT'S ADDRESS
1548 Mall Service Canter
Raleigh. NC 27699-7648
9. AG[Nl"S ADDRESS
7. APPLICANT'S PHONE NOS. W/AREA GODS
a. Residence
b. Business [phone]
1 D. AGENTS PHONE NQ$. W/AREA CODE
n. Residence
b. Business
1 ~' STATEMENT OF gU7HORIZATION
I hereby authorize, , tv act vn my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental irtforrtiatinn in support of this permit eppiivation,
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DE3CRIPT~ON OF PROJECT OR ACTIVITY
12, PROJECT NAME OR TITLE (see instnictions)
Proposed reloc8tlon of NC 16 from $ptlttl of Lucia to North of NC 73 In Gastpn and Ltnco)n Lounges a total
distance Of $,T km {ti.4 mi.).

US ARMY CORPS~ENGRS ID~18282714858 FEB 08'01 15 17 No .006 P.03
13. NAME OF WATER$ODY, IF KNOW (If appIICADIO) 14. PROJECT STREET ADDRESS (if applicable)
Unnamed tril3utarios to Johnson Creek, Johnson Creok,
unnamed tributaries to Forney Creek and Forney Creek.
75, LOCATION OF PROJECT
Gaston attd Lincoln Counties Nc
County µ State
16. OTHER LOCATION bESCRIPTIONS, IF KNOWN (soo instructions)
Sea May 8, 1997 FEIS
17. DIRECTIONS TO SITE
See vicinity maps assprridted with permit drawings.
18. Nature pt Activity (Description of project, include all features)
The ti.4-mile project will relocate NC 76 in the southwestern piedmont re8ion of North Carolina as a four-tares
divided, limited access expressway. The projec! will extend northward from Lucia, beginning where the existing
four-land section ends, t0 NG 18 Jutit north of NC 73. AGLASS will be provided at major crossroads via either at-
grade Interrsectlons or interchangos. ,
19. Project Purpose {Describe the reason or purpose of the project, see instructions)
Public highway faellity. Detailed explanation of proJoct purpose and need are included In May 8, 1887 EAlFONSI.
USE BLOCKS 20-22 IF I,REpGED AND/ pR t=tLL MATERIAL IS TO BE f513CHaRGEp
20. Reason(s)fordischarge
Roadway construction along relocated NC 16.
21. Type(s) of Matorial Belnq Clischarged and the Amount of Each Type in Cubic Yards
Roadway fill, plpetculvert extension and stream relocation.
T-2, Surface Area in Acres.of W~tlantlS or Other Waters Filled (see instructions)
Bop cover letter and permit drawings.
23. Is Any Portion of the Work Already Complete?Yes
No __ x.
IF YES, DESCRI[3C Tfi6 CQMpLFTED WORK.
24. Addresses of AdJglrllttg Pfop@rty Owners, Lessees, [tc., Whose Property Adjoins the Waterbody (if more than can be
entered here, please attach a supplemental list).
See property list Included with permit drawings.
26. List of Cyther Certifications or Approvals/ penials Received from other fedora!, State, or t.ocal Agents for Work
Described in This Application.
AGENCY TYPE OF IDENTIFICATION GATE APPLIED DATE DENIED
APPRpVAin` NUMBER
N!A
Would include but is not restricted to zoning, building and flood plain permits
26. Application Is Iterpby trade for a permit or permits to authorize the work described in this epplleation, I certify
that the Information in this application is complete and accurate. I further cenlfy that I possess the authority to
urt rtake the work described herein or am actin4 aS tlu, agent duly authorized agent of the applicant.
~'6-~r'Kta tS ~,~.~
sIGNATUR OF APP CANT DATE
S1GNgTURE 01=AGENT ~ DATE
The application must be signed by the parson who desires t0 UrtdUrtt~ke the proposed activity (applicant) or it
may be signed by a duly authorized agent if the slat@m@nt in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within (Il@ jurisdiction of any depanment or
agency of the United States knowingly and willfully falsl(i@5, conceals, or covers up any trick, scheme, or
disguises a material fact or makes any false, ficticious or iraudulgnt statements or reSprCS011ta1iotts or makes
any false writing or document knowing same to contain any fats@, fictitious or fraudulent statements or entry,
shall be fined not more than $10,000 or imprisoned riot more than five years or both.

US ARMY CORPS/ENGRS ID~18282714858
e`w SVU~ q
~ ~~~
~,,~~,~„
FEB 08'01 15 18 No .006 P.04
STATE: nt~ NC)RT'13 C.A1tC)LINA
DIaI'Al?TMP,NT Ur TRANSI'C)]z'1'A'I'IUN
JAM?.?fi 1;. HUN"1' .rR. DAV1D MC~CnY
Ci(f V t-:ItN()e ta'rcrtr:Tnlty
January I U, 20t} 1
1VIr. Sieve Lund
LLS. Army Corps of Engineers
Regulatc}ry Field Uffice
15 I Patton Avenue, Raom 143
Ashcvill~, NC 28801-SOOC
~~.:r..
~.: ~ •~~
~,.„
'JAN ~ ~: ~~,'~~~
C~~AW-~a-RA
llcar Mr. Lund;
SUIi.1LC'"1': Gaston and Linc;c~ln C`otmlies, 1'mposcd rclacatian ai'NC.' 16 from just
south of l..ucia to iiairtlt ol'NC. 73 TI1' Nc.~, 1t-22UbA, State Praject
8.1830501, Federftl Aid ~I~rojcct l.~-24-1(34}.
The 5.4-mile pr~jcct (R-2206A) will relocate NC' 16 in the southwestern piedmont rcbion
af'Ncmh Carolina as a four-lane divided, lirniicd access expressway. The pre~ject will
extend northward from Lucia, beginning wl~er•e the existing fc>ttr-lane section ends, to NC;
16 just north of NC 73. Access will be provided at ~itajnr crossroads via either ~~t-grade
intersections ar interchanges. •
A permit application was submitted t.o you ern ~epternbcr 1 S, 2000. The IJ.S. At-rny Corps
of Engineers sent NCDUT ~ letter requesting, additional inii~rmataon da#cd Navt;mber 17,
2000. The Divisic-n of Water Quality also gent NC'1)U"1' a letter dated November 2U, 2000
requesting additional information. "1'hc purpose of this letter is to provide the additional
information requested by the t.J.S. A.riny Corps c,I'rn~;ineers and the Division of Water.
Quality.
The fallowing list of information requested is attached to ibis cover letter:
A new Site Location Map showing tllc locations of the permit sites in relation to
cxisling r<)itdS, railroads, streants, towns, ropogt•apllic lcatures and other landrnarks
MALI IN G /1OPRESS: Tl~~rr roNt: 918-733 3141
NC DCPARTMENT O~ TRANSPOIxrairON FAX: B1 B 733.9~g4 LOCATION:
RHO~EC~t OE'VFI ()f+MFNTAND EayVIRONMCNTALANALYuIS TRnNSt•CxtiATlpN HULLOING
1548 MAIL SERVICE CENTEk ~ SOUTH WILMINGTON S r NEE7
RAI•FIC{xNC 27898.1546 WF.ASf7E' bV1Nw.DON.DOl.SrgTF.NC.VS RatFI6xNC

US ARMY CORPS~ENGRS ID~18282714858 FEB 08'01 15 18 No .006 P.05
2. Anew set of permit drawings identifying t3nd i~aminb all the strcarn channels,
' including unnamed tributaries la a Homed stream.
:i. A half-si~.e set of Plt~n sheets that includes all ramps far the interchanges at the
beginning and end pointy cif the project.
4. A Sl l!'C) concurrcncc letter of'thc review an the dtita recovery work that is ii~r the
archeological site 311,N 161, tltc Ldwartis~Pryc~r-5ifftn•d Farm, located in the project
alignment. .
If you have any questions or need ~tdditicfnal infori~~atiott, please call Mr. Jared C7ray,
Natural Syaeems Specialist, at X13-733-7844 ext. 331.
Sincerely,

William J). C_TiJmorc, Y.L'., Manager
Project Iacvclupment ~ l:j~vironmcntal Analysis 13r~znch
wr~cT~jg
~;~:
w/encl.: Mr. David Fr4~nklin, Y)SAC.:I:, Wilmington
Mr. Jahn l~or~~ey, NGl)WQ, DI/I~NFZ
Ms. Kathy Matthews, TJSr:I'A
Ms. Mart;lla Buncick, l1SI~ WS
Mr. llavid C:ox, NLWRC.
Mr_ N.T,. Graf, P.L., 1,H WA
Mr. David Henderson, l'_} :.,1 fydr~tulics
Mti. r)ebbie Barbour, P.Fs., Hil;hw~y l~)esign L;ranch
Mr. Calvin Leggetl,l'.l ;.,Program Development lirAnch
Mr. John Alford, }'.L'., Roaclw~ty I)esi~;n l)nit
Mr. M. L. Holder, 1'.F,., T7ivisiotl 12 Lttginccr
Mr. Tam Kendig, Y.L'., Project PlFinnin~; l?t~ginccr
CWA §404 Individual i~ermit Application 2 of 2
'1'1P No. K-2206A January I0, 20Q1

US ARMY CORPS/ENGRS ID~18282714858 FEB 08'01 15 19 No .006 P.06
01i03/20t~i ~ ~3~ i.f
SYATt F~'~CHAEC7t_GG`( APT •> 39794
r~. ear r~az
. r•
• ~ ~
~ '
.~ ~,
I1Torth C~ra~ina De~artm~~t of Cultural R+asources
.State FCtstoric Preaetrvatfon OfYice
Usvid I.. S, Srook, Administrptar
James)3. Hunter., Gaverttor bivft:lan ofAre2,ivoa cad lliatoty*
Betty R,zy McCain, Secretary Xe>ifireyJ_ Crew, Y1iie~tor
Decerllbcr 18, ~QQO
MFMUYtANbCJM
Ta: William 13_ Gilmore, P.E., Manager
Project Development and et~virorltnerttal Analysis l~Qttcl~
~; ` ..
From: David Brook ~~~"f~ lC~~ I
Deputy State Histo • Prtrservatien nfEicer
J~,e; Pr+oposed NC 16, Lincoln Cnunry, TlP No. R.-~2At5, 9A-E-4220-106 s
Thank you for your letter of November 8, ?000, transmitting the archaeological survey
reportt by tweleb Smith troncr:ming the abo~~c protect. ~ •
7'he ttrchealogical report de5cttibes rescllts o>' the excavation of Z37 shovel tests arld l~
ar-e by One meter test units on site 31 LN 161 **. eased apart the ir,fotmation presented iu
the report, we concur that the archaeological components of cite 31 C,N16I*"' assaciatetl
with the 1407 structure die rtes eligible Far listing in the National Register of Historic
Places. Other earlia:r components of the Site remain unassessed.
The archeological investigation within the proposed right-of-way completes the Siwction
146 proccas regarding site 31 LN i 61 •; within the project area as proposed autreritly.
The abnva.comments are made pursuant to Seati4n 1Q6 Of the Natitsrtal I~iS#pfla
Preservation wc[ and t1tC Advisory Councii on Historic PreserVatia~'s Regulations for
compliance with Secdan 146 t:odifled at 3t5 ~1~K Part BoQ.
T1i;u~ic you far yAUr Goopecation ara~i caasidera[ion. If you have questions concerning the
above comment, cantaat RtSnae G1Qdhill-Earley, Environmental ~teview Coardinator~ at
914/733-763,
L7b:kge C0~1xV'I'Y
• RE~nirrc
cc: FHwA
Tom psrdgctt, NCDgT
L.woNl~n Nf.{tln~ Add~ca! 'rtltpbtlelFlY
Arih11VI5'fR~~'Ei~V S07 N. Dl~~,~rt Sl,. Ruklyh NC d6t7 bull Sarvice Censor, R~leiYh NC;7699.4ti17 (4143 ~37.47s3 ~ 1]3-B6s~
AtiClt~~ObOt+Y 43( N. tilcx{nt St., !({tl~tigh Nt; 4bla ~+1~~i Scrvi¢~ Confer, Ratsigh NC 77699-461y (914) 1?x•7342 ~ 7!5•x671
RRf-Tf.1R.~1'!~:l.V srs N. Ilt„~~~~ s.., e:,~„ t. ut 36{7 ~t,i{ sa ,-
ti1Jti-•':•`Y Y ~ rv'~c C~~tO~, ROtd1dA {YC I769a•g413 [phone] ~ 7!S•380i
14 ~1.r1. N1VG 31i N. Dluunt 3i_. Ralrl.a, u~• eR~A ~~.a a.._.i.._ ,---•-- n....:...,..._.__ .. ... ..

US RRMY CORPS~ENGRS ID~18282714858
~.~ srArt„k
AT~ '~
~~
FEB 08'01 15 19 No .006 P.07
ST/1'1'1 O}~ NURTI I C:AR(~LINA
~3~PARTMENT C)I~' 'j'RANSPORTA'I'lON
JAMES R, I-IUN'i' JR. DAVID MCC:OY
Govi;xi~rox
SEGRI:TARY
September 1 S, 2~flQ
Mr. Steve Lund
U.S. Army Gc?rps of ~uginccrs
Regulatory 1~icld Ui'iic;e
I51 Patton Avenue, Room I43
Asheville, NC: 28801-5006

Dear Mr. Lund: ~'•_ ~ .: ; , .::~'~
SLl$JLt:"1': Gaslgn and Lincoln C:ounties,l'roposcd rclocatian of Nt: 1 b from just
south of Lucia la north ofNC: 73 T1P No- 1Z-22U6A, Stale Project
8.1830,501, l;ederal Aitl Project 1~-24-1(34).
Project description
The S.4-milt project (R-220fA) will rc:lucate Nt` l G iii t}ic southwestern picdmonl region
of Nort}i Ciirolina ati a four-lane divided, limited access expressway. The project will
extend northward front Lucite, beginning where the existiii~ four-lane section Birds, to NC
l 6 just north of NC', 73. Access will be provided at major crossroads via citlicr 3i-grade
intcrscci.ions or interchanges.
Project history:
A llraft Lnvironmental Impact Statement (I)LIS) for R-22(}G wits approved by the
Federal Ilighway tldministratioii (FHWA) on ,lone 5, 1994. The T)1s1S explains the
purpose and need for the project, provides a description of flee pre?jecl and cliaracterires
the social, cccmc~mic, and environmental impacts of'the project. After the T7F15 was
approved and circulated, a 1'~iblie Hc~ii~ing ~>n the location and design was held on August
11, 1994. On May 8, 1997, the Final I;nvironrnc;nlal Impact Statement ()~'L15) was
approved by rHWA. Copies of DE1S and 1~'1.15 have been provided to the regulatory
agencies involved iii the approval process. Additional topics will tie provided upem
MAILING ADDRESS: T~~tNncxae: et¢.
NC DCPAkTM6Ni OF TltnNg~RTATIOM 733-3141 LOCATION:
PROJECT DEVELOPMENTAND ENVIRONMenlral, ANALYSIS FAX. B1e-733-9794 TRANSPOR7A710N BI11~Iryryp
1648 MAIL SCRVICE Ck+VTFR wE8$fTl:,' VYIN~Y.DDH.ppT.STp7r,NC, US 1 $OUTII WI~MInI(aTON STREET
RALEIC,tI NC ?7889-1648 RALEIGH NC

US ARMY CORPS~ENGRS ID:18282714858 FEB 08'01 15:20 No .006 P.08
request, This application only applies to the A section of R-22U6.
Project )Breakdown and Construction Schedule
For c:c)nslruCliun purposes, NCI)C)T divided the 1t-22UG project into three
sections, K-22U6A, R-220513, and R-22U6C. The three yectic>ns traverse through three
North Carolina coulltics, Gaston, Lincoln and Catawba, and fatal l b. l mi. (27.2 km) in
length. "i'he A section of R-22Ub falls in IIOI•tllcastcrtl Gaston County and southeastern
Lincoln County and totals 5.4 Int. {8.7 kni) in 1cllgtll. K-22U6A is the rrst portic)n of'the
R-2206 to be scheduled for cc)nstructic)n (May 200]), followed by the ii section (October
2001) and the (: section (Uctobcr 2003). The Project Breakdown Map for 1Z-2206, located
at the end c)f this permit application letter, illustrates each section. Table 1 conttlins
irlfartnat.iotl concerning the u)nstruction schedule and the termini of each section.
on ......~.: ~.:....,:.; :~ :;:.:..::.: ~..... ~. .. .
... .. . .
.. ,...:
. ;,.... n
.... ~ .. ~
. ~ et..;.,...,:te..
1Vrt. .~...~... ::
R-2206 A Nt: 16 south of Lucia (Gaston L`o.) to .5.4 mi. May~20(I1~
North of NC 73 south of'I'rianglc (Lincoln (8.7 km}
Co.) .
l3
C:
Independent Utility
North of NC: 73 south of Triangle (I,ineoh] 4.7 mi. Uet 2001
Co.) to nc)rlh of Set 1386 (I,lncolll t:o.) (7.7 km)
North of SR 138b (Lincoln C`.c).) tQ T]QI't}] pf 6.U mi. Oct 2003
SR 1895 north of chronicle (Catawba C:o.) (9.8 km}
It is the opinion of the NCDOT th4it R-22p6A has independent utility from the remaining
sections of'ihe project. The NC;I)(_)'I' believes shoe this scclion can be considered
independent of the remaining seciic)n becF~use it ~nects fete following objectives of
"independent utility" as defined liy the PHWA:
^ this section of the project connects logic]) termini since it
ties into an eXlSling FiliggnlCllt;
^ this section of the project. is of sufficient length that
environmental masters have been addressed oII a broad scope; (DEIS
altd FFiS};
^ this section of the project has independent significance such
that it is usable and of reasUntible expenditure even if no other
imPl'avements are made in the area; and,
^ this section of the project does not restrict consideration of
alternatives for other reasonable foreseeable trt]nsportatiun improvements.
Steve Lund of the i1SACH stated that 1]c believes the A section h~IS indepcndeni utility,
CWA §404 Individual I'err]iit Application 2 of 16
TIIa No. R-22U6A August 1, 2000 ,

US ARMY CORPS~ENGRS ID:18282714858
during tlic September 21-22 , l 999 field review.
Relocation of NG 16 Alignment
FEB 08'01 15:20 No .006 P.09
The R-2206A alignment c~~nsists cif afoot-lane dividccl highway wilh limited access
expressway situated on new location. The project begins south of Lucia al ti new
intcrc;hange with existing NC I G. 'Phis interchange will pre?vide access to both new and
existing NC 16. As the highway ccuitinues north, it tuiderpasses Killian ]load (5R 1909).
Furkber north, the project crosses inlt~ Lincoln County where it underpasses Sifi'ord !toad
(SR 1397). The new bridge crossing will shin the alignment of Sifford slightly north c~T
existing location. Headitag north, the project will crc>ss the CSX railroad using two two-
lane bridges. The project then slart:~ to head northwest where it cross existing NC 16.
F,xisting IVC 16 will cross over the new NC: y (i with a single two-lane bridge. Heading
north the prc~jrc;l will crosses Little Lsypt Road (SR 1;3R(}. NCL~O'1' will close and col de
sac Little Egypt Ro4zd on both sides of the proposed Nt; 1 C. The pmject will end with the
interchange with NC: 73 which will provide 13cCesti tc> NC: 73 and the proposed NC 1 fi.
Tederalty Protected Species
As of,lune 16, 2000, the iJnited Ss~tes Dish aIld Wildlif'c SerV1Ce (USl' WS) lists six
fcdc;r~tlly protected species for Gaston and I,incnln t::ounty. Table 2 ol~ilines these
species.
COMMnN NAMT S't.`ILNTIT7C NA/l~ls' STATUS C'nLJN ~'Y
Bag turtle
B
ld
l C:Icmn:ys muhler(hergii '1'(S/A) Gaston
4i
eag
e Ilaliitec~taes lf~uc~oeel~lrrflus T CTastan
t~ieorgiaaster
5ch
i
it
'
l Aste!•gco7'~~cxnus C1 Gaston
wc
n
z
s sunf
ower
llwarf
fl
d h H~Iia~thrt,s sC'hWE'.l)771ZI7 L Gaston
-
owere
eartle~f Ilc~xustylis nRnJflora T Lincoln,"
1V1
h
'
.1C
Al1X
S SUIIIaC Rhus michazrxii R Lincoln
• F.rrdanl,•eretl (~) is deJlnc~d as a taxvn in dart,~er ~f ezturctiun throughout all nr a ,sigttiftcanl pw•tivrt of its
range>:
• Threatened Due to S'ln:ilarlty of Appcu(nrnre T{.S%A) r~!ctfZOi(~s ci spucres that is threatened clue to similarity
ofal~/~earance with vthc:r tart: species. F,vef2 !hc>r(glr Ihese. spc.ctes are. ltstedfar tl:eirpruleclivn, they art
nut bivlvgrcally endangered nr thre~leryepl(lntl urc' nvt .cubjeCt In CC>HSU11ClttOJZ rtnder the Endanl,>ergd
Species Act (F.,SAJ ,¢7. '
• Threatened (7) denotes a taxon likely try beaann: c:ndan~,~cvc.d within the fnr•esc~eahle., firfu-•c: throng{nut all
Ur (1 signif cant portion of its rart~e.
G'atrdidate (Gl) dcnnte,~ a taxon render cvn~~lderation ft,r cf~iclnl llst~ng for wJ~lclt there u sr~jfiele~rt
!t{Jarlnatlmi to support !lstli,~
** C)bturnerd,rrvin thcr U.S Delscrrtrnent of the Lrtw•iur Fisft and Wild! f ° Service, Updated C;nz(nty S))el:leS
Lis! (June 16, 2!10[1). •
The NC:I}U'1' has invcstigdied the potential effects c~i' R-2200 on federally protected
species. Several envir•onuiental documen#s prAVlde biological c:anclusi~ns for the
federally protected species listed in 'J'al,le 2.11 RcPorl at7 The Biological.
CWA §404 Individual Permit Application 3 of 16
"1'IY No. R-2206A August 1, 200U

US ARMY CORPS/ENGRS ID~18282714858
FEB 08'01 15 21 No .006 P.10
Ass~ssm~nt/,S`urveys 1%vr 1_I~xu,-! lis Want ora arzd Xlzu.~~ ~nicltauxii Within The Preferred
r:'orridc~r Fnr The .I'r~posecl Relvcutian of lYt: IG (Yost, Buckley, Schuh and Jcrnig~tn,
Inc., Junc ] 995) provides a biological conclusion of No I?ffect for the Nfichaux's sumac
attd dwarf=dowered hettrtleaf. '!'hc USFWS sent a letter on i~ebntaty 15, 199G concurrinK
with NCllU'I's biological utnclusion of No EI'f'ect far the Michaux's sumac and the
dwarf-flowered heartlcaf. The FF,IS dated May 8, ] 997 provides information an the bog
turtle, Georgia aster, Miehaux's sttnlac and dwarf-flowered hearlleaf, and a determination
regarding potential impacts to the above-mentioned species.
A Section 7 canem•renee letter was sent out by NC:DUT biologist Jared Ciray with
biological conclusions far the bald eagle and Schweinitz's sunflower of'Nct Effect on
May 30, 2000. A June 27, 2000 letter from the USFWS slates that the proposed
}Zelocation of NC 16 meets the recluiremenis of F.SA ~7. The USFWS concurs with
NCI~OT's determination that the project. will have a "Nit F.ffeet" for the bald eagle and
the Schweinit~'s sunflower.
A review of the NC: Natural Heritage I'rogratn (NCNHP) records on Jttne 3, l 999
rcvcalccl that there were no federally prettected species or federal species of concern
(FSC:) within 1.0 mi {1.6 km) ctf the Proposed project fu~ea.
Cultural Resources
Architectural Resources:
A historic Architectural survc;y far It-220f~ identified 12 individual properties and one
district that are either listed in or cligihie for listing in the National 1Zegistcr ol'Hisictric
Places (NIZI IY). The CastaneA Church Cctnclery is the only one of the properties that mills
within tltc R-220fiA project, and will not he affcctccl. According to I~LIS documentation,
the State historic Prescrvation (.)fficer {SHPO) ccmcurecd with these findings on Apri128,
1994.
The NIZI lY nominated the Pryor~Sifford House and c}utbuildings, in the spring of 1996,
to the Keeper of the National Roister fc>r determination of eligibility. The Pryor-Sifford
House is located within the prctpctsed right-of=way for ~1t-220bA. It was evaluated as part
of the initial historic survey conducted in 1902 for the study area, and was round to be
ineligible. The Keeper of the N~tlional Register of Hislctrie Ylaccs determined that the
Pryor-Sifford Hctuse was ineligible for listitZg in the NRHP on ,'eptembcr 19, 1996.
Archeological Resources:
A arc}tcological survey was done between ;lanuary 23 and June 22, 1996. The survey was
done by using a 183tn {600 fl.) corridor around the 1'refcrred 1lllernative. 'I'bis survey
located 49 archeological sites, oi' llie5e, seven were ttstiessed as eligible iitr the NRI lY.
There are six sites located within the: proposed right-of--way fctr the Preferred Alternative.
These sites are listed as 31LN14R**, 31LN150"`*, 31I.N1S2, 31LN154, 31),N1S~) AND
31LN1 C 1 **. Another Site which is listed ati eligible, Site 31LN149**, is located outside
of the proposal right-of--way and will require tto fittrt.ltcr wank A3 long as it is not disturbed
C:WA §404 Individual Permit Application 4 of 1 {i
'I'Il' No. R-2206A August 1, 2000

US RRMY CORPS/ENGRS ID~18282714858
FEB 08'01 15 22 No .006 P.11
by construction activities. The Deputy North t`.aralina State I-Iistoric Preservation Officer
toncurred with these recorlunetldations an i7ctaher 2, 1996. Avoidance was
recomrllended for the sites assessed as eligible for the NRFIP. If avoidance is not possible
and the above mentioned eligible sites are to be impacted, the FHWA And thtc NCDC)T
will Hess! to cuordirrale with Sl IYU to develop an intensive testing pragrttm and if
neceSSAiy At1 archival resottrch plan far historic archec~lagical rites. 't'his is needed to
evaluate the need far and plans iczr data recovery. Un June 9, 1999, New Sotrtln Associates
prepared a Sccipe of Work and 'Technical Proposal far Archeological Testing arld possible
Dat<~ Recovery fpr Site 31LN1bI ** (Edwards-I'ryar-Sifford Farm) in Lincoln County,
This was tllc only site eligible far listing on the A Sect.ian for R-220b. On July 1 S, 1999,
SHI'() concurred with the scope c}f warts submitted by New South Associates. Since then,
Ncw South Associates has done the Data Recovery for Site 31LN1C] **. 't'hey arc going
to submit t}rat their findings tm tl~at site were not significAnt and that they deem it
ineligible. Their report should be uul tipmetime in August, 2000.
Avoidance/MinimHation
"1'he USACE concurred by letter dated August l2, 199b that R-220{iA satisfies its
ct>ncerns relevant to avoidance and nlinitnizatian cif wetland impacts. The fallowing is a
list of the pre}jest's jurisdictional wetlFt~~d find strcarn avaidance(rninimization activities
proposed or eonnplcted by NCI?U"1'.
• Avoidance: NCDf?T hA.g avoided impacts to five of the seven mt~jar wetland areas by
choosing this alignment. The redelineatiorl of R-220GA has reduced wetland impacts
from 1,C0 hA (3,94 aC.) iu 0,10 IIFi (U.25 as.).
• Minimization: NC:DC)'1' used 2:1 fill slopes thrau~lr wetlands and streams. NCDOT
also used 2:1 fill slopes for streams and wetlands inside the interchanges.
* Minitni~,ation: Best M4inagement Practices will sta'ictly be enforced far sediment And
erasion control far the protection of surface waters and wetlands.
• Minimization: It is the policy of the NC17C)T' to eliminate lateral ditching in wetlands
as much as passible, thus pi-eservitl~ the htydrt~laKy c?f adjacent weilttnds,
• Minitniz•,tion; NC170'1' Hydraulics lJnit has reduced the amount of rip rap in all
stretches of tllc rcloctiled channel.
• Minimizatinn: NC'L)UT' during the design phase loc>ked at the interchange between
NC '73 and the project and came up with the present design to minimize wetland And
Stream impACts.
Impacts to Waters of the United Sta#es (Uvcrview/It-2206A )
Overview
In 1995, Post, Buckley, Schuh atld Jernigan, Ittc.(YI3S&J), delineated the wetlands along
R-22pbA, I3 and C in act:ardance with the 1987 Corps oi'1/ngineers Wetlands Delineation
Manual. This delineation included a 1,200 itx?t corridor along the preferred alternative.
Pl3Sc4iJ biologists verified a representative seleciie~n cif tl,e wetlands on March 17, 1995
with Steve Lund of the Arnly Corizs of );riginCerF ([JSAC~). Two additional veriiicatians
CWA ~4U4 Individual Permit Application
'1'lI' No. R-220~iA S of l G
August 1, 2000

US RRMY CORPS/ENGRS ID:18282714858
FEB 08'01 15:22 No .006 P.12
took place between ~PRS&J and Mr. Lund on May 5 and May 10, 1995. After the
v~rifications,l'13S8iJ delineated three additional wetlands. Location traps and USAGE
data sheets for these wetlands were seat to the L15At`.L ott May 30, 1995. Written
approval was sent by the USAGE an August 2, I dc15. "1'hc USAGE loiter also identified
several important wetlands (wetland 26, 39, 52, 7l, ?4 and t I2G). '!'hc USAGE strongly
reeonunettded that the; prcipc~:~ed roadway be designed to avoid and minimi~.e the impacts
to these wetlands. The first two arc the only ones that pertain to the A Section of the
project. Wetland 2C refers to Site 11 of the permit drawings. Nt:l.)U'1' has avoided this
wetland, because NCDUT did rat extend the culvert into the wetland areas on both sides
of the project and keeping the wetlands outside o#'the fill slopes. Wetland 39 re!'ers to
Site lfi of the permit drawings. NC'llUI' has tried to minimize impacts with the present
intcrchangc selection. NCI)OT is only impacting 0.03 ha (O.Q7 Ac.) at this site.
NCT~OT biologists '1'itn I3assctte and Chris Murray visited the project on April 27-April
29, 1999 to condt~ci stream determinations and verity the wetland boundaries an the plan
sheets. '!'hey found several areas in which wetlands were called jurisdictional, but in fact
were not. They also found new wetland areas that had not been previously idcntiiiccl. A
second field trip to redelitteate the A Scotian wetlands was conducted by NCI)Q1'
biologists Tim 13assette, Chris Murray and ,tared Cray on May 17-19, 1990. Mr. Steve
Lund (USAGE}, Mr. David Cox (NC:WRC:), alo,tg with N(;l)C)'i' biologists Jared Gray,
Tim Rassette And Cluis Murray tact cm September 21-22, 1994 to review stream calls,
wetland corrections, and to make comrttctlts. "The strcarn determinations, new wetland
tines, and wetland corrections wcrc; approved at this tiuic.
Constructinr, of .K-2206A will nc;ccssit~tte impacts to waters of the IJnited States, as
defined tinder 33 CFR §328.3{a). Surface waters will bC permanently impacted through
slreFtm relacatitms, filling of streams and ponds, and proposed enclosed channels.
I~ermttnent wetland impacts associated with I2-220bA include filling, excavating,
clearing, and draining of wetlands. The NCDOT will l~errortn all clearing activities using
Method III Mechanised Clearing. Since Methe~d I t I involves clearing and grubbing, all
clearing irnpACts arc considered pc;r~nanettt along; this project.
Emergent w
I~ieadwater ~i
Tutals
Wetlands
and Sitc 3
•est Sites 1, Site 7, Si
Site l (i
~::..
tort ~~~ ..~ .....~
...:.:~ ; Permanent~~~~mpRCtF.:
..~ .::: .
........:... .
(~ ].:...
. .:::-:::.~~~.. to ..
0.07 ac
__ (OA3 ha)
12, and 0.1 g ac
0.25 ac
O.10 ha
R-2206A will impact twa wetland ~com,~iGtnity types: headwater forest system and
emergent herbaceous wetland. Table 3 lists the amount oi'wetland impacts under each
CWA §404 Individual Permit. Applieatian 6 oi' 16
"I'II' No. R-220bA August 1, 2UUU

US ARMY CORPS/ENGRS ID~18282714858 FEB 08'01 15 23 No .006 P.13
wetland community type. R-22UCA will pcrtntmenlly impact U.2S ac (U.lU ha} of
jurisdictional wetlands.
K-22U6A contains five impacted jurisdictional wetland sites (Sites 1, 3, 7, 12 rend 1G}. As
depicted on flit cnclo,ed permit. drawings, the project will permanently fi110.26 ac (U. l U
ha). This al}p)ication dots nc~t tihaw any temporarily f Il, excavation, or clearing of
jurisdictional wetlands along the A section of R-220. The wetland sites were so small
that all impacts were counted as a lc}ss and included with f11 in wetlands in the summary
sheets of the perniit drawings. Jurisdictional wetland sites that will be impacted by R-
224GA are highlighted site-by-Site below.
Site 1:
Site 1 appears on permit drawing 7 of 30 (plan view). Site 1 consists of two low
quality, non-riverine, headwwatcr lurc:5t wetland areas. The wetlands at Site 1 are
located in the interchange between existing NC: 1 E and the project. The headwater
forest wellands lie adjacent to a unnfamcd tributary to Johnson Creek. Hydrophytic
vegetation includes water oak (~>t~cercr~.s nigra), American elm {tllmus
crmeric'arza), I31aek willow {.S'ulix ni~rcx), Virginia creeper (Parthenaciscus
guinyuefi~licr}, jewelweed (Impatiens cal~ensis), cattail (TyPha latifolicx), Japanese
honeysuckle (Lonic:eru jcrprnzica) and rush (Iujzt:uc ef,~usus).
The construction of the interchange will permanently fill both of the jurisdictional
wetlands at Site I. These permanent wetland impacts are compul~d from the new
road and rll slopes associated with the new interchange. One t~f the headwater
forest wetlands that will be permanently tilled by the road's fill slope will h~rve a
junction box placed within the wetland to convey water from the perennial stream
and storn-rwater which will now be enclc?sed channels. The total permanent
impacts to the wetlands at Site ]will be O.OOR7 ha (O.U2 ac.).
Site 3:
Site 3 ~ippearti on permit drawing 9 c,rf 3(? (Plan View), 7'he site consists of ti ncrn-
riverinc, emergent wetland system situ~itcd north of existing Killian Road and
south of the Gaston/J,incoln County line. l lydrophytic vegetation within this site
includes American elm, Jr~prinese grass (Micrustc:giunz vimtnerrm) and sedge
(Carex sp.). The project will fill U.026 ha ({?.U(i ae.} of emergent wetland at Siie 3.
Site 7:
Site 7 appears on permit drrrwinb 13 of 30 (Plan View). 'i'hc site cansitits of a non-
rivcrine headwater forest situated norrth of the castcsn/.i.,incoln t'ounty lines ar3d
south of Sifford Rc?ad.1 lydrophytic veletation within this site includes tag alder
(~41nus,rc~rrulc4tu), black willow, jewciwced, Wish, sedge, Virginia creeper, multi-
fiora rose (Rosa multinvru}, silky dogwood (C.'~,r,zus amomuni), poison ivy
(1 oxicodendron radicuns), trumpet creepor (C..inrrP.ti•i.c radieans), false nettle
(Roelzrnericx cylindrical, tulip poplar (I,iriodc~ndron tulipi~c~rcr} and coral
honeysuckle (I,anicara sernsPervirens)• 'i'hc total perzj~anent impacts to Site 7 will
be 0.025 ha (0.06 ac.) from roadway till acrd construction of a lateral ditch which
will convey water iron, the wetland anti it's associated perennial stream to a 600
CWA §4U4 Individual Pezznit Application 7 of 16
'I'II' No. R-22UCA August 1, 2000

US RRMY CORPS/ENGRS ID:18282714858
mm corrugated steel pipe.
FEB 08'01 15:24 No .006 P.14
Site 12:
Site 12 appear an petTnit drawing 18 of 30 (Plan View). The site consists of a
non-rivcrinc, headwater lor~sl situated north of existing NC 16 and south of Little
Egypt Road. klydrophytic vegetation within this site includes Japanese grass,
violet (Vivlu sP.), red maple (Accr• rrrhrum}, sedge, rush, goldenrod (Solidago sp.),
moss (S'phcx~num sp.}, tulip poplar, Virginia bugle-weed (Lycoptts virginicus), and
boneset (~r~patorium nej fnliat:~» T). The impacts for Sitc 12 will be 0.0138 ha
(QA34 ac.) of headwater forest wetland.
Site 1 G:
Site 16 appears on permit drawing 22 of 3() (ylan Vicw). The site consists of n
non-rivcrinc, headwater frn'est situated in the inlcrch4tnge of existing; NC: 73 and
the project. llydrophytic vegetation within this site includes jewelweed, Japanese
brass, Virginia creeper, sedge, silky dobwood, red maple, tulip poplar, poison ivy,
green ash (Frczximr,r~entrs3~lvu,7icct), river birch (f.3etula ni~ra), sweet gum
(Liquidambar sryrucifluu) and water hemlock (C~icufu maculata). The project will
impact this wetland due to the sill slopes of the proposed interchange between
existing NC 73 and proposed NC: l G. The impacts for Site l 6 will he O.U293 lta
(OA72 ae.) of headwater forest wetland.
Streams
Table 4 lists the strep~n impacts of R-2205A. The project will permanently impact 9,021
linear ft (2,751 to}, relocate 1,0961inear 11(3:14 :n), and ettclosc 5,7971inear ft (1,7G7 tn)
of jurisdictional stream channels.
Site l .
Site 2:
Site 3:
CWA X404 Individual Permit Application
T111 Na. K-2206A
Site 1 appears on permit dt•awinb 7 of 30 (plan view). 'Phis perennial stream is
located in the interchange between existing N(:: 1 G and the project. The stream is
unnamed tributary to Johztsott t:rcck. NCDOT Plans to enclose this stream for 70
m {23U ft.} using 1350 mm (53 in.) pipe at Site 1. This action will result in I (~2 to
(33S li.) cif existing channel being impacted.
Site 2 appears on permit drawing; 8 of 30 (flan Vi~;w). This perennial stream is
located north of the proposed irttcrchanl;e between existing NC 16 and the project
and south of Killian Rated.l'ians to enclose the channel for 150 m (492 ft.} by
using a single barrc12.4 ttt x 2.4 nl (7.9 ft. x 7.~) ft..) reinforced concrete box
culvert. This action will result 210 ttt (689 fl.) of existinb channel being impacted.
Site 3 appears on permit drawing; 9 of 3U (flan Vicw). This perennial stream is
located north cif existing Killian Road and south of the Ciastort/I-ineoln Caunly
line. The rroposed road'; sill sloes will impact this stream. NCU()'1' is Proposi.nb
to put a spring box in the wetland associ~~icd with the stream and run a 200 mm (R
8of1G
August 1, 2000

US ARMY CORPS~ENGRS ID~18282714858 FEB 08'01 15 24 No .006 P.15
in.}PVC pipe for 54 m () 77 ft.} until it is t}utside the f 11 slopes, at which point
' the stream will tie back into the existing channel. 't'his action will result G~) m (225
. ft.) of existing channel being impacted.
Site 4:
Site 4 appct~rs on permit drawittg 10 oi'30 (1'larx View). The perenniaj stream is
located north of existing Killian ]toad and south of the CTaston/Lineoln County
line. The proposed road and its ccnrespanding fill slopes will impact this stream.
IVC:llU"1' is proposing tv .fill the stream and convey the water through a (i00 nun
(24 in.} corrugated steel pipe thf~t will run outside the fill slopes to tie into the
existing channel. This action will result 21 il~ {69 ft.} of cxisling; channel tieing
impacted.
Site 5:
Site 5 appc;ars on permit drawitt~, 1 ] 01'30 (flan View). This perennial stream is
located north of existing Killion Road and south of the Gaston/Lineoln County
line. The proposed road and its correspomding fill slopes will impact t12is stream.
NCI~OT proposes to fill the existing channel and enclose the channel with a one
barrel 2.7 m x 2.4 m (8.~ ft. x 7.J ii.) reinforced concrete box culvet•t for 52 m
(i 71 il.}, This action will result 78 m (25G ft..) of existing channel being impacted.
Site b:
Siic 6 appears on permit drawing l 2 crf 30 (flan Vicw), This perennial stream is
located north of Sile 4 and just south oi'thc C~astor~/Lineoln County jive. !'he
proposed read and its corresponding fill slopes will impctet this stream. NCDOT
proposes to enclose the existing, cltnnncl litr 101 m {331 ft.) with a 1350 ram (53
in.) class TV pipe. "Phis action will result 21 K m (715 i1.) of existing ehatuiel being
impacted.
Site 7;
Site 7 appc;ars 0n permit drawing 13 oi'30 (Plan View}. This perennia! stream is
located north of the Ciastoii/Lincc,ln County line and south of Sifford Road. The
road and its corresponding; fill slopes will impact this site. NCDOT proposes to
enclose the cxisling; channel for 82 m (2C9 ft.) with a 600 mn~ (2~ in.) corrugated
steel pipe that will run outside the fill slopes where it will enter a lal8rai ditch,
which will be car~.ying siortn watc;r also. This ditch runs into an adjacctti perennial
stream which is the one impactccl til rite K. This action will result 111 to (364 ii.}
of existing channel being impacted.
Site $:
Si#e 8 appears on petnzit drawing 14 oi'30 (Plan View}. This perennial sh'eatn is
located north of Site 7 and south 0f Sifford Koad. The road and its corresponding
fill slopes will impact this site. Nt:L)UT prcfpases to enclose the existing cltatuicl
with a single barre12.4rn x 1.$ rn (7.~ft. x 5,9 t1.) reinforced concrete liox culvert
.for 74 ttt (243 ft,}. This action wilt result 1f.)2 r1] (335 il.) of existing ehatuzel being
impacted.
CWA §404 Individual Permit Applicatic"' 4 of Ib
'1'll' No. K-2206A August 1, 2000

US RRMY CORPS/ENGRS ID:18282714858 FEB 08'01 15:25 No .006 P.16
Site 9:
Site 9 appears on pcm~it drawing 15 of'30 (Plan View}. 'This parennia] stream is
located north of Site 8 and south of Sifford Road. The road and its corresponding
sill slopes will impacts this site. NCDQT pmposcs to enclose the existing channel
with a single b'~rrel 2,4tn x 2.1 m (7.9 ft. x 6.9 fi.} reitiforeed concrete box culvert
for 87 m (285 ft.) that will run outside the fill slopes into A 2.4 m (7.9 it.) base
ditch. This action will resull ] 39 m (45G ft.) of existing Channel being impacted.
Site 1 Q:
Site 10 appears on pernrit drawing 16 01' 30 (Plan View). 'Phis perennial stream is
located not•th of Sifford Road, jusl south of the CSX railraAd. 't'he road and its
corresponding fill slc?pes will impacts this site. NCllUT proposes to enclose the
existing cbatuiel with a du~ible barrel l .8 to x 2.1 m (5.9ft. x G.9 f~.) reinforced
concrete box culvert for ] 04 to (341 It.), 7''his action will result 208 to (582 fi..) of
existing channel being impacted.
Site l ]
Site 1 ] appeAi•s ott permit drawing 17 of 30 (flan View). This peretutial stream is
located north oi'ihe CSX railroad and south of existing NC 16. The mad And its
corresponding fill slopes will impacts this site. NCDOT proposes to enclose the
existing cltanncl with a sing{e barrel l .8 m x 1.8 m (S.i)ft. x 5.9 ft.) reinforced
concrete box culvet•t for 1 S4 rn (SUS fl.). 't'his action will result 1 ~)0 m (623 fl.) of
existing channel being impacted,
Site 12:
Site 12 appears on permit draw;nf; l $ of 30 (plan View). 't'his perennial stream is
located north of existing NC: 16 and south of l .ittlc L'gypt Road, 7'he proposed
road and its corresponding fill slup~s will impact #his stream. NC:llUT proposes to
enclose the existing channel for 101 to (331 fl.) with a 900 mm (:3S in.) class IV
pipe. This action will result ]24 m (4(l7 It.) oi'cxisting clizrtnel being impacted.
Site 13:
.Site 13 appears on permit drawing 19 of 30 (.E'lan VieW). This perennal stream is
locaiui north of exis#ing NC 16 rind seiuth of'Little Egypt Road. The proposed
road and its correspilndin~; fill slopes will impact this stream. NCI~)U'1' proposes io
enclose the existing cltiAttttcl for 79 m (251 ft.) with f~ ] OSO mm (41 in.) class IV
pipe. This Action will result 97 m (3181't.) al'existing channel being impacted.
site ~ a:
Site l a AppeAts ou ]x;rmi! drawing 20 of 30 (Plan View). This perennial stream is
located north of site 13 and soLtth of Little Egypt IZoAd. 'i'Itc proposed road and its
corresponding fill slopes will imp~~ct this stream. NCDU't' 1?ropascs to enclcjse t}tc
existing channel for 9f m (315 fi.) with a 1350 mm (53 in.) c1ASS IV pipe. This
action will result 150 m (492 ft.} of existing; channel being impACted.
Sit.c 15:
Site ] 5 Appears on pc;rmit drawittg 21 of 30 (I']an Vicw). This peretutial stream is
CWA §404 Individual Permit Application 10 of 16
'I'IY No. R-2206A August 1, 2000

US RRMY CORPS~ENGRS ID~18282714858 FEB 08'01 15 26 No .006 P.17
located north of Tittle Egypt Road and south of NC 73. Th.e proposed road and its
corresponding fill slopes will impact this Stream. NCl]()T proposes to enclose the
' existing chatutcl 1'ar I41 m (463 ft.) with a single barrel 2.7 mm x 2.7 mm {8.9 Jl.
x R,9ft.) reinforced concrete hox culvert. This aclicm will result 172 to (5(i4 ft.) 01'
existing channel being impaet.ed.
Site 16:
Site lb appctu-s on periliit drawings 22-23 of 3U (Plan View). 'i'herc arc twct
impact areas on Site 16 to Fo-•-iey L:reck, which is a perennial stream. The first
one is south of NC 73. NC',T)C)T proposes to cnck~se the existing channel with a
3.0 m x 2.~F3'm (9.8 ft. x B.Oft.) reinforced concrete box culvert. Impacts will
occur clue to llie fill slopes for Ramp R. 'l'ife other impact site to I~orncy Creek
will. be on the north side of NC: 73. Impacts will occur due to the widening of NC
73 ~tnd the eorrespondinl; Jill sic?pes. NCllUT proposes to enclose the existing
channel with 3.0 m x 2.43 to {{).8 Jl. x A,0 ft.) reinforced concrete box culvert. The
total length of enclosed channel at this site is 255 m (1;37 ft.). This action will
result 347 m {1138 Ii.) of existing channel being impacted.
Site 17:
'lie sununary sheet shows that Site 17 has been moved io file i3 section of R-
2206. The site numbers hive not changed to reileet this move. The site numbers
go from 16 to 18 in the permit drawings,
Site 18:
Site 1 R appears oft permit tlrawin~;s 24-28 01' 30. This peretuual stream is Ictcated
north cast oI'existing NC: 1 G outside Romp CA. The construction of Ramp CA
and its u~rresponding fill slopes will impact t.hc sircam, NCJ)U'I' proposes to
relocate this stream using natural stream dcssgrt principles north oi'the old
channel. 'I'hc new stream will have 50 J'oat woc~cled buffers that will be in
permanent right-of--way. Yage 24 of the permit drawings shows the plan view.
Page 25 shows a channel plan view. Yage 26 oi'the permit drawings is the Natural
t:hanncl Design Typical drawing. Pale 27 shows the cross-sectional view oJ'the`
new channel. Page 28 lists criteria etscd to design the proposed channel, such as
cntrcnchmeni ratio, bankfiill width, widtlt/depilt ratio, etc., that was comprised
front the existing channel and reference re~tcli of stream. The length of the new
channel will be 225 m {73A ft,). NCI~U'1' will be impacting 232 m (761 f}.) at this
site. NCDUT will count the 225 rrt {7.38 ft.) of t~cw channel as on-site mi#igaiion,
Site 1 y:
Site 1 ~) appears on pcnnit drawing 29 oJ' 30 (Plan View). This perennial strcatn is
in the proposed interchange between existing, NC 73 and the project, Ramp 13 of
the interchange will impact the stream, NC17U7' proposes tt~ enclose the existing
stream for 75 m (246 fl.) with F~ single bamcl 2.7 m x 2.7 m (l;.9 il, x $.9 ft..)
reinforced concrete box culvert. This action will result l04 m {328 ft.) of existing
channel being impacted.
C:WA §404 Individual Permit Application 11 of lb
'I'1}~ No. K-2206A
August 1, 2000

'~~ HKf~Y C:URPS/ENGRS ID:18282714858 FEB 09'01 10:55 No .003 P.02
Site 20:
Site 20 appears on permit drawing 3U of 3U {flan View). 'Phis perennial stream
flows underneath NC 73. Wide-~ing NC 73 will impact 8l m (266 ft,) trf stream by
extending the exisling lriplc barrel 2.7 rn x 2.7 rn {8,9 ft, x 8.9 Ii.) rcinlurccti
cancrctc box culvert for 31 nr (102 ft.). '1'hrs action will result 81 m {266 ft.) of
. existing channel being irnpactccl.
__ .._ _

... ,..

;.
i'
..... ..;~........u~~ :::::::::.:::::.::.: : ~.;~;xsEiu~~;::;~~: ~ ... ..
~:

.. ,. :..
....
nelo ~ :... ::..:..........:::::
..:R~Iocatt~eti~:G~~trin 1~:::;::::::~-::.:-,,:
.
.....
..... ....~.~.,. ~':C'
nncl .: ~.
...
.
m~ ft
:
:
~
~
~
....

.....
......
:.:.. .
........
. .. .. ~ . ...........
.
~ a

.:Impucte

:
:
~
:
:
n-site Miti~atfon~:::..:..:-::~::~:.~ ~~~.::: ~;....:.... ~::.~:
a

.
. .
:..
.....
:::.::..

.
..
.:..m
. .

,. ... .
.......::......
1 16+20-L-liT 102 :n '335 ft.
~• ) ~- -------~--------:~~
70 rn (230 ft
)
-~~- ~
~ .
2 23+65-L- 210 m (689 ft.) 8
m (2G ft.) 150 m (492 ft.)
3 30+60-L- 69 m (226 it.) 54 m (177 t't.)
4 32+90-L- 21 m {t4 ft.}
5 37+40-L- 78 m {2S6 fl.) 7 nr (23 ft..) S2 rn (17i ft..)
6 41+2S-L- 218 rn (715 i't.) 4 rrr {13 li.) 101 m (331 li.)
7 50+00-L- 111 m (364 i'l.) 82 m (2b9 i1.)
R 51+00-I, l02 m (33S [i.) 74 m (243 R.)
9 54+85-L- 139 m (4S6 il.) 28 m (92 fl.) 87 m (285 ti.)
10 56+25-L- 208 m (682 !t.) b2 m {203 ft.) 104 m (341 fl.}
l l 75+4S-L~ 190 m (62311.} 1 S4 m {505 ft.}
12 85+60-L- 124 m (407 ! i.} 10l m {33 ] ft,}
l3 88+80-L- 97 m {3181't.} 79 m (255 fi.}
14 91+40-L- 150 m (492 !'t.} 9C m (31 S fl,)
l5
~.~. 97+20~J~- 172 m_(5.64 ft.} 14] m (463 ft.)
16 100+70-L- 34? rrr (] 13R ~ft.
...
} --~---........... ._.._. 255 m (837 ft
}
18 ' _
_ .
b+20-k1
CA- 232 rrl (761 ft.) *22S in {738 ft.}
19 5+85-RP I3- lUU rrr (328 ft.) 75 m (24611.)
20 ] 3+] 0-Y7- 81 m (26b 1't.) 31 m (l 02 ft.}
Totals --- 2751m {9026 ft.) 334m (IU96 ft.) 17UGm (5597 ft
}
* n~'n~cns lhc~ relo ' 1 d h .
c,a.e c anjzel whr.clr Nall he te.sed us an-silo mitigation.
Environmental Agency Field Reviewb and C'oncurrerrce Meeting
Twa environmental agency field reviews were conducted for R-2206A. The .first field
review was held for the A, I3 and C: sections of R-2206 nn Sepiemher 2] -22, 1999. Mr.
Steve Lund, l1SACL, Asheville Regulatory field Uffiee, Mr. David C:ox, NC:WRC'., Jared
Ciray,l'im 13assette, and Chris Murray of NCt)U'1' Yrojeet llevelopment ~
Rnvironmental Analysis (PDFA) Branch attended this field review. NCUWQ declined to
attend and its comnrcrrts to other crivirunrncnial agencies, The seccmd environmenlal
trgency field review was held ar.~. Novcrnbcr 1.5, 1 ~)~)~) for tlrc A section of R-220b. Mr.
Mark Cantrell (iJSFWS} and Tirn Rassette {PT)F.A) attended the second field review.
CVVA §404 Individual Permit Applivatican 12 of 1 b
'I'1P No. R-220fiA August 1, 2000

US ARMY CORPS/ENGRS ID:18282714858
First Agency Field Review:
FEB 08'01 16:21 No .009 P.02
Three key issueR were raised during the; first field review. 'I'hc issues involve wetland
delineations for the A, ~ and C Sections, whc;ther ar ttol avoidance and mitumiration
needed to be revisited because of new wetlands that lead been delineated, co,•rections to
the old wetland delineations, and stream deterrninatic>ns by NCDOT biologists. Stream
determinations ctmducted dttrintl the field review concluded that nineteen jurisdictions!
stream sifts slang the A sectic,n would require compensatory mitigation. The agencies
agreed that avoidance and minim;~.ation issues w<~uld not have to be revisited. The new
wetlands were verified and the old wetlands that were to be removed wore also verified.
During the l;eld review, the agencies alsr~ t,skcd about placing baffles in the prt~posed box
culverts and about reducing rip-rap around arefis were r,cw structures were being placed.
The agencies also commented o,a the stream reloc~~tion at Sitc 18, CJSACE requested a
drawing of the new design wilh ccfntout• littcs ctr typical to depict that the stream is not on
design would he in the toe of slope and that there would be a 50 ft, wooded buffer.
Second Agency Field Review:
The USFWS raised four key issues in frdditiott to verifying, stream calls during the
project's second field review. The hey issues involve the type of channel that would be
replacing the existing one at Sitc 18, bridging at Sites ,5, lU, and 11, increasing the size of
box culverts ai Sites 2, 5, and l l told looking at redesigning the interchange between
existing NC 73 and proposed reloeatian of NC: 16.
Agency C:oneurrence Meeting:
An environmental agency concurrence meeting was held on June l 5, 2000, to discuss
issues brought up during the field review meetings. "1'I,e first issue, placing baffles on .
culverts, was dtseusscd, and the result was that tcl the mt~jority o!'the sites baffles would
not be needed. The sites were relatively flat, anal t}ic culverts will be k~uried 1 fl, io
facilitate the accumulation of naiuretl stream bed materials in the box culvert between
stc>>•,n events. However, NCDnT is propaslrig to place baffles at Site 8 because the slope
was greater than 2.0%. The second issue was Site l 8 on pern~it drawings 24-28, 'fhe
agencies wanted NCI~OT tea make sure thtit the relocated channel was not situated above
the t.oc of slope at any print, that rip-rap sections in the design may not be claimed as an-
site stream mitigation, and that it needed SO fi. wooded buffers. NCDnT response was
that the stream was never located above the foe slope at any point. '!'hc reli~cated channel
is located 60-ISO.ft..from the c;dl;e of pavement. 'J.'ltis will allow far 5(l fI, wooded
buffers. Also, the proposed rip-rap hats been reduced but not eliminated, bectiuse these
areas arc where fill will be required in the: existing channel in ardor to construct the
proposed channel, The fll will be mare unstable than if'the proposed channel was cut in
naturtti ground, therefore, a hardened batik is t•eyuired. The third issue was the stretzm
type of the relocated channel. The existing stream is s GSc and NC:llt)T proposes putting
in a CS stream which will be a more stable stream.
7'he fourth issue wss bridging Sites ,S, 1U and 1 1 which tu•e on pc;nnit drawings l f, IG,
and 17 of 30. NCDUT did a cast estimate st each site, looking at construction of a bridge,
C'.WA §404 individual Permit Application
TII' ~No: R-2206A 13 of 16
August 1, 2000

US ARMY CORPS~ENGRS ID:18282714858 FEB 08'01 16:21 No .009 P.03
the cost of building a culvert, and tlic cast of stream mitigation.('I'able S.)
Table 5. Cyst analysirc of bridging verst,s culvert a nd mitigation
Site Impacts C'<,st of culvert Cost of I3ridginl;

Station 37+35 & mitigation
5
~
241incar ft, $ l
6(,500 $ 826
500

Staticm GG_+63
11821inear f}. $ .513,550 ~ ,
_
$ 1,851
360 ~-
Station 75+4G 11821inear ft, .. $ 4g9,g5Q ,
$ ],653,000
Cost difference
$ 660,000
$ 1,337,810 -
$ 1,163,500
NCUU1' found that bridging Sites S, ] U, and 11 would be too expensive and would not be
cyst effective.
'1'hc fifth issue refers to the increasing, the time of box culverts at Sites 2, 8 and 1~~. These
sites arc on permit drawings 8, 14 and 2~) of 30. NC'L)t)T'S response was that based on
NCpnT hydraulics Unit policy all culverts arc sued to meet all requirements concerning
the conveyance of the l 00-year storm event with 1. fool of backwater or less.
The last issue was that the CJSI~ WS wF„ited NCT)(:)'-' to look into changing the
interchange where the proposed read intorsects with NC 73. NCDO'I' believes that the
interchange chosen raininiizes irt~pacis as much as possible. In addition, redesigtung the
new interchange would require redesit;nitig the entire project;
+'nvironmcntal Committnenls
'l'hc NGDC)~' will follow numerous environnuntal commitments which are the result of
agency comments for the DEIS and the FF1S for R-2200. 'l.'hc committncnts are listed
below.
• Ila7.,ardous spill basuis will be provided flt stroam crossings within 0.8 km (0.5 mi.} of
the critical area of water supply sources classified as WS-IV. 'Ibis includes two
crossings of an unnatncd iributaty (Siic;s 1 and 2) to Johnson Creek that flows into
Mountain Island Lake south of Killian lloacl(SR 190x1).
• Any stream relcfcations will be coordinated with the IJ.S. Dish and Wildlife Service
and the NC Wildlife Resource Commission.
• I'otcntial hazardous waste sites will he assessed before right-of way acquisition.
• if fury of the archeological sites assessed a.s clifiible for the NRIIP arc to be impacted,
the Fi:IWq and NCI)C)"I' will cc,ordinatc with Sl IPO io develop an intensive testing
program, and if necessary an archival research plan for historic archeological sites, io
evaluate the need .for and plfins for dart recovery. II'results of intett.sivc testing of any
of the Six eligible sites indicate the geed for datf~ recovery, a detailed data recovery
program will he developed and tratismittrd to the advisory Council per 3l C:F1Z
Section R00.
• The Record of DCCisian for this project will not he signed by I~HWA until the
I.JSDO'1' has made a conformity dcicr,nination on the Gaston Urban Area
Transportation Plan and rural projects locate<i in Gaston t:ounty Included in the STII'.
CWA X404 Individual permit Application 14 of 16
TIP No. R-2206n
August 1, 2000

US ARMY CORPS~ENGRS ID:18282714858 FEB 08'01 16:23 No .009 P.05
own stream mitigation efforts, The NC`WRP will pravida the Amotult and type of required
strea-n miti~atic-n in Catalogitr€ IJnit C?3QS{)1 U1 o1'the C:atawh£~ Itivcr Rttsln.
Authorisation Request
'!'hc NCUUT t,elieves that it has developed this project in accordance with the stalutary
provisions of the CWA. lrnpacts have hcen avaiderd by alignment and construction
method sclcctivn. Design modifications and extensive environmental commitments have
further minimised irrtpacts, The NGI7U'1' proposes compensatory mitigation for
unavoidahlc wetland and stream impacts. '1'hcrefi;3re, NCDO'1' requests authorization
under f~ CWA 44Q4 Jndividual Pcrtnil la construct the project. Enclosed arc F.,NCT Dorm
4345 and permit drawings that depict impacts to waters of the United States as a result of
project construction. '!fie NC:UC)'1• also rctltresls that NCT)W(~ authorize this project
under a CWA §401 Water Qua)ity Certification, A copy oi'this infprmation i5 being
provided to NCT)WC2 along with tl2e required X475.00 application fee.
!f you have any questions car need additional infor•rnaticm, please cal] Mr. Jared Gray,
Natural Systems Specialist, ai 919-"733-7A44 cxi. 33l .
Sincerely,
~• ~ • • C>
~- Wiliiatn ll. Ciilrl~ore, P.l., Manager
Project T)evelopment cX: Lnviroruncntai Analysis Branch
WUG/jg
cc:
w/cncl„ Mr. David Franklin, [JSA,C'L, Wilmington
Mr. John Uorney, NC:llWQ, l.)LHNR
Ms. Kathy Matthcwa, U,SLP/1
Ms. Morello Rur~cick, IJSi~ WS
Mr. David C:ox, NC:WK(;
Mr, N.L. Graf, l'.L., FHWA
Mr. David Henderson, P.F.,., 1:Iydraulics
Ms. llebbie F3art~our, P.iy., l~ighwrty Design 13raneh
Mr. Caivin Leggett,l'.L'., Pr~~gratn I~L'vej(lprncllt 13rarlch
lbTr•~John Afford, P.F,., itoadway ])esign iJnit.
Mr. M. T,. Holder, l'.E., Division 12 Fnfincer•
Mr. Tom K.ertdig, P.F., Projccl 1'latuiing }::ngincer
C:WA §404 Individual Permit Application
TIP No, R-220fiA 16 of ] G
August l , 2000

d„a STATf o
~~
J
ww Na"'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GOVERNOR
SECRETARY
January 10, 2001
Mr. Steve Lund
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Dear Mr. Lund:
,. ~~z~
a ~+~ st CIS; !~~' ~'~CTIOh
SUBJECT: Gaston and Lincoln Counties, Proposed relocation of NC 16 from just
south of Lucia to north of NC 73 TIP No: <R=~2206~1, State Project
8.1830501, Federal Aid Project F-24-1(34).
The 5.4-mile project (R-2206A) will relocate NC 16 in the southwestern piedmont region
of North Carolina as a four-lane divided; limited access expressway. The project will
extend northward from Lucia, beginning where the existing four-lane section ends, to NC
16 just north of NC 73. Access will be provided at major crossroads via either at-grade
intersections or interchanges.
A permit application was submitted to you on September 15, 2000. The U.S. Army Corps
of Engineers sent NCDOT a letter requesting additional information dated November 17,
2000. The Division of Water Quality also sent NCDOT a letter dated November 20, 2000
requesting additional information. The purpose of this letter is to provide the additional
information requested by the U.S. Army Corps of Engineers and the Division of Water
Quality.
The following list of information requested is attached to this cover letter:
1. Anew Site Location Map showing the locations of the permit sites in relation to
existing roads, railroads, streams, towns, topographic features and other landmarks.
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

2. Anew set of permit drawings identifying and naming all the stream channels,
including unnamed tributaries to a named stream.
3. A half-size set of plan sheets that includes all ramps for the interchanges at the
beginning and end points of the project.
4. A SHPO concurrence letter of the review on the data recovery work that is for the
archeological site 31LN161, the Edwards-Pryor-Sifford Farm, located in the project
alignment.
If you have any questions or need additional information, please call Mr. Jared Gray,
Natural Systems Specialist, at 919-733-7844 ext. 331.
Sincerely,.
~ ~ ,~~ ~1 ~
Wi~~iam D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
WDG/j g
cc:
w/encl.: Mr. David Franklin, USACE, Wilmington
Mr. John Dorney, NCDWQ, DEHNR
Ms. Kathy Matthews, USEPA
Ms. Marella Buncick, USFWS
Mr. David Cox, NCWRC
Mr. N.L. Graf, P.E., FHWA
Mr. David Henderson, P.E., Hydraulics
Ms. Debbie Barbour, P.E., Highway Design Branch
Mr. Calvin Leggett, P.E., Program Development Branch
Mr. John Alford, P.E., Roadway Design Unit
Mr. M. L. Holder, P.E., Division 12 Engineer
Mr. Tom Kendig, P.E., Project Planning Engineer
CWA §404 Individual Permit Application 2 of 2
TIP No. R-2206A January 10, 2001.

01/03/2001. 23:16 STATE ARCHAEOLOGY DEPT -~ 39794 '~' N0.006 D02
u• ~'' .
' - '
1~Toxth Carolina De~artrnent o~ Cultural ~tesourci~~
State I~istQric Preservatiaa Offiee
David L. $. Brook, Administrator
James B- Hunt Jr., Coveraor Division tsf Archives and History
Betty lay ~ictrain, Secretary Jeffrey J. Crary, Director
December 1$, 2000
1VIEMU1tANDUM
To: 'UVilliarrt 1~. Gilrtxrare, P.E., Manager
Project Development and Envirotxmer~t~{l AnAlysis Ranch
From: David Brook ~~
~- ~~
Deputy State Hista Pr,rservation Officer
~,e; Proposed NC 16, Lincoln County, TfP No. R-220b, 9+'~-E-A220-1063
~"harik yolt for your letter of N.o'vetnher $, 2000, transmitting the archaeological survey
report by Caleb Smith concerning the above project.
The archeological report describes results of the excavation of 257 shovel tests and l5
one by one meter test units on site 31 ~.N 161 * *. Based upon the information presented in
the report, we concur that the archaeological components of site 31 l.N 16I** associated
with the 107 structure are not eligible for listing in the National register of Historic
~lacirs. Other earlier components of the site remain unassessed.
The archeological investigation within the proposed right-of way completes the Section
146 process regarding site 31 LN 161 * * tyvithin the project area as proposed currently.
"~'`te above. comments are made pursuant to Section l Ob of the National Historic
I~reservation Act and the Advisory Council an liistortc Pres~rvatio~?s Regulations for
C.ampliance with Section 146 codif"ieci at 36 CFR Part 800.
Thank you for your cooperation and cortsid~eration. If you have questions concerning the
above comment, contact Ranee C`rledhill-f~arley, Environmental 1;teview Coordinator, at
9191733-h763.
BC: CLAGGE'T'T~P1TD'y"lCK~-
JB:kgc COLTN"TY
READING
cc: FHwA
Tam Padgett, N+C~7C1T
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~~ JUN 2 72000
Agency Meeting
R-2206A GftouP. .
wA~rt QuAUn sFCr~~ ~~.
~2sfrn,~ Lincoln Co• .
I. Introduction `)a-~ed ~r~
The purpose of this meeting is get concurrence from the agencies for the
impact sites which were shown to the agencies at the pre-application field
review. We will try to do so by going over the agencies comments and give
our responses to those comments.
A~ency Comments
I. Place Baffles on all culvert sites. (10 sites)
Response
The Proposed box culvert is relatively flat slope and is buried 1 ft. to facilitate the
accumulation of natural stream bed materials in the box culvert between storm
events. Baffles are not needed. If baffles are used the size of the box would have to
be increased.
Exception
The exception is at station 51+06 where the proposed culvert is relatively steep. One
foot high baffles could be used without increasing the size of the box culvert.
NCDOT plans.to place baffles at this site.
II. Increase the size of the box culverts at sites 1, 4, and 8.
Response
Based on NCDOT Hydraulic Units policy all culverts are sized to meet all
requirements concerning the conveyance of the 100-year storm event with 1 ft. of
backwater or less.
II. That the relocated channel at Site 2 be kept off the toe of slope at any point
and that if the relocated channel had rip-rap that this portion may not be
counted for on-site mitigation. Also, the agencies were concerned about the
type of channel that would be replacing the existing one and to leave as much
overhead canopy as possible. The agencies categorized the stream as a CS
stream in an incised G channel.
Response
The proposed channel realignment was done using natural stream design. The
proposed channel has not been situated above the toe of the slope at any point. The
proposed channel top of bank is located 60 ft. -150ft. from the edge of pavement.
This will allow for our 50 ft. wooded buffers required by DWQ. The existing stream
is unstable and incised and is categorized as a GSc stream. Angle vanes, cross vanes,
rootwads, and woody vegetation will be used for bank stabilization. The areas

proposed for rip-rap have been reduced but not eliminated, because these areas
where fill will be required in the existing channel in order to construct the proposed
channel. The fill will be more unstable than if the proposed channel was cut in
natural ground, therefore, a hardened bank is required.
III. At Site 1 the agencies ask us to look into shifting the angle of the box culvert
so that it crosses perpendicularly. Thus, allowing a stream using natural
stream design could be built so that the stream would connect to the outlet
pipe to the existing channel on the eastern side of the project .
Response
If the box culvert is aligned at a 90° skew, the outlet would be 31 ft. deep. A natural
stream design could not be accomplished because of topography.
IV. The agencies recommended bridging at Sites 3, 4, 7, and 8.
Response
Site 3 impacts are to small and would not be cost effective to bridge.
Cost analysis of bridging versus culvert and mitigation
Site Impacts Cost of culvert
& mitigation Cost of Bridging Cost difference
Station 37+35 524 linear ft. $166,500 $ 826,500 $ 660,000
Station 66+63 11821inear ft. $ 513,550 $1,851,360 $1,337,810
Station 75+46 11821inear ft. $ 489,950 $1,653,000 $1,163,500
Sites 4, 7, & 8 Bridging would be too expensive and would not be cost effective. Also
,.would pusli~~e project off the'twelve month'let lid. NCDOT did a cost estimation of
bridging versus using box culverts. These figures show up on the map in front of
you.
V. The agencies wanted NCDOT to look at changing the interchange where the
proposed road intersects with NC 73, which are sites 9 and 10.
Response
NCDOT believes that the interchange minimizes impacts as much as possible and
that. -e~ignti~ng ~h~e-interchn-w~oulducausg the-;,proj.ect.ta~:.~ta;~=~ove~"
..ag~n,as:~ ~.the~ desigm .phase ~is concern°e~d:

Sun ate D e s i n G ro u , P. A ^ ENGINEERING • IAND$CAPE ARCHfiECR1RE • ENVIRONMENTAL
J J p
915-A Jones Franklin Road • Raleigh, NC 27606 • e-mail [e-mail] • Phone [phone] • Fax [phone]
June 8, 2000
Mr. Abdul M. Rahmani
NCDOT
Hydraulics Unit
PO Box 25201
Raleigh, N. C. 27611
Re: Response to from Mr. Tim Bassette dated November 19, 1999.
Dear Abdul:
This letter is being written in response to Mr. Bassette's letter to you dated November 19
1999. The letter requested many items to be addressed concerning revised. wetland
limits, jurisdictional streams, a natural channel design at Site 18, and comments
concerning box culvert sizes, horizontal alignment, and the use of baffles. Responses to
all comments in the 11/19/99 letter are as follows.
All wetland boundary revisions have been incorporated in the permit, as well as
jurisdictional stream locations. The natural channel design is also included in the permit.
The existing stream is unstable and incised and is categorized as a GSc stream. The
proposed relocation will be a CS stream. Angle vanes, cross vanes, rootwads, and woody
native vegetation will be used for bank stability. The two areas proposed to be rip rapped
have been reduced but not eliminated, because these are areas where fill will be required
in the existing channel in order to constnact the proposed channel. The fill will be more
unstable than if the proposed channel was cut in natural ground, therefore a hardened
bank is required. Pools and riffles where also utilized to help establish habitat.
Station 16+10, 15 meters right of -Lrev- the jurisdictional stream and associated wetland
have. been included in the permit drawings. Rip rap is needed to dissipate energy from
the outlet of the cross pipes. Sod mat or fiber roll would not be adequate to reduce the
bank eroding energy. This is typical for all outlet protection on this project.
Station 6+00, 12 meters right of Ramp -CA-: If the 1 @ 2.4 x 2.4 RCBC is aligned at a
90° skew, the outlet channel would be +/- 9.4 m deep. A natural channel design could not
be accomplished because of the topography. This not recommended. The proposed
culvert is relatively flat and is buried 0.3m which will allow for material to settle inside
the box culvert between storm events; therefore, baffles are not needed. If baffles were
used then the box size would need to be increased. Also Mr. Cantrell commented
throughout the letter concerning the sizes on the box culverts. Based on NCDOT
Hydraulic Unit policy all culverts are sized to meet all requirements concerning
conveyance of the 100-year storm event with 0.3m of backwater or less.

The channel realignment in this area was done using natural stream design. Never has
the proposed channel been `situated above the toe of slope at any point'. Across-section
has been provided in the permit drawings. The proposed channel top of bank is located
20m to SOm from the edge of pavement. This distance is considerably more than the 15m
buffer requested by the agencies.
Station 30+60, 5 meters left, the jurisdictional stream has been included in the permit
drawings. Additional comments have been noted.
Station 32+60, the jurisdictional stream has been included in the permit drawings.
Station 32+92, the stream has been deleted from the drawings and summary table.
Station 37+35, The proposed box is on a relatively flat slope and is buried 0.3 m to
facilitate the accumulation of natural stream bed materials in the box between storm
events. Baffles are not needed. If baffles are used the box size would have to be
increased. Rip rap is needed to dissipate energy from the outlet of the culvert. Sod mat or
fiber roll would not be adequate to reduce the bank eroding energy. This is typical for all
outlet protection on this project.
Station 41+25, the comments have been noted. Rip rap is needed to dissipate energy from
the outlet of the pipe. Sod mat or fiber roll would not be adequate to reduce the bank
eroding energy. This is typical for all outlet protection on this project.
Station 40+85, the comments have been noted.
Station 41+27, the comments have been noted.
Station 41+60, the comments have been noted.
Station 41+70, the comments have been noted.
Station 49+90, drawings have been revised.
Station 50+32, drawings have been revised.
Station 51+00, The proposed culvert is relatively steep. 0.3m high baffles could be used
without increasing the size of the culvert. Rip rap is needed to dissipate energy from the
outlet of the culvert. Sod mat or fiber roll would not be adequate to reduce the bank
eroding energy. This is typical for all outlet protection on this project.
~~~~~
SDG

Station 54+85, The proposed box is on a relatively flat slope and is buried 0.3 m to
facilitate the accumulation of natural stream bed materials in the box between storm
events. Baffles are not needed. If baffles are used the box size would have to be
increased. Rip rap is needed to dissipate energy from the outlet of the culvert. Sod mat or
fiber roll would not be adequate to reduce the bank eroding energy. This is typical for all
outlet protection on this project.
Station 66+22, The proposed box is on a relatively flat slope and is buried 0.3 m to
facilitate the accumulation of natural stream bed materials in the box between storm
events. Baffles are not needed. If baffles are used the box size would have to be
increased. Rip rap is needed to dissipate energy from the outlet of the culvert. Sod mat or
fiber roll would not be adequate to reduce the bank eroding energy. This is typical for all
outlet protection on this project. The wetland boundary was revised to where there is no
rip rap in the wetland.
Station 66+46, the continents have been noted.
Station 67+95, the comments have been noted.
Station 73+86, the comments have been noted.
Station 75+43, Based on NCDOT Hydraulic Unit policy all culverts are sized to meet all
requirements concerning conveyance of the 100 year storm event with 0.3m of backwater
or less.
Rip rap is needed to dissipate energy from the outlet of the culvert. Sod mat or fiber roll
would not be adequate to reduce the bank eroding energy. This is typical for all outlet
protection on this project.
Station 84+80, the comments have been noted.
Station 85+20, the comments have been noted.
Station 85+54, Rip rap is needed to dissipate energy from the outlet of the pipe. Sod mat
or fiber roll would not be adequate to reduce the bank eroding energy.
Station 87+64, the comments have been noted.
Station 88+73, Rip rap is needed to dissipate energy from the outlet of the pipe. Sod mat
or fiber roll would not be adequate to reduce the bank eroding energy. The lateral ditch
shown will transport water to the inlet of the pipe.
Station 91+41, Rip rap is needed to dissipate energy from the outlet of the culvert. Sod
mat or fiber roll would not be adequate to reduce the bank eroding energy.
Station 91+7~, the comments have been noted.
SDG F=

Station 97+14, Rip rap is needed to dissipate energy from the outlet of the culvert. Sod
mat or fiber roll would not be adequate to reduce the bank eroding energy. The proposed
boxes at 96+84.5 and 5+81 Ramp B are relatively on a flat slope and is buried 0.3 m to
facilitate the accumulation in the box between storm events. Baffles are not needed. If
baffles are used the box sizes would have to be increased.
Station 1+OS Ramp -C-, the comments have been noted.
Station 100+74, The drawings reflect the permanent impacts. The detour does not impact
any additional stream. There is no reason to show temporary impacts in an area that is
going to permanently impacted. -Rip rap is needed to dissipate energy from the outlet of
the culvert. Sod mat or fiber roll would not be adequate to reduce the bank eroding
energy. The wetland at `Matchline station 14+80 -Y7- Detour' has been deleted by the
agencies.
Station 100+28, the comments have been noted.
Station 99+60, the comments have been noted.
Station 99+74, the comments have been noted.
Station 13+10 -Y7-, The existing box is being extended, and this has been included in the
permit drawings. All temporary impacts are also to be permanent, therefore no
temporary impact drawings are needed.
Station 13+26, the comments have been noted.
Station 16+00, the comments have been noted.
Station 14+60, the comments have been noted.
Station 19+50, the comments have been noted.
Station 12+93 -Y3-, the comments have been noted.
Sincerely,
W. Henry Wells, Jr., PE
SDG

State of North Carolina
Department of Environment
and Natural Resources ~ ~
Division of Water Quality ,~,~~,,,~..~
James B. Hunt, Jr., Governor ~~
Bill Holman Secreta
rY
Kerr T. Stevens, Director
November 20, 2000
Mr. William D. Gilmore, P.E., Manager
NCDOT Project Development and Environmental Analysis Branch
1548 Mail Service Center
Raleigh, North Carolina, 27699-148
Dear Mr. Gilmore:
Re: Permit Application for proposed relocation of NC 16 from just south of Lucia to north of
NC 73. Gaston & Lincoln Counties, Federal Aid Project F-24-1(34), State Project -
8.1830501, DWQ No. 001232; T.LP. No. U-2102,
The Division of Water Quality has reviewed your submittal fora 401 Water Quality Certification
for the aforementioned project. Review of your application revealed it lacking necessary
information required for making an informed permit decision. The permit application was
deficient in the following areas:
1. Please provide a new Site Location Map that shows the locations of the permit sites in
relation to existing roads, railroads, streams, towns, topographic features and other
landmarks. We recommend that USGS topographic mapping be used as a base map.
2. Please identify and name all stream channels on the permit plans. Unnamed streams should
be labeled as an unnamed tributary to a named stream.
3. Provide complete plans, including all ramps, for the interchanges at the beginning and end
points of the project (existing NC 16 and NC 73).'
Therefore, pursuant to 15A NCAC 2h .0507(a)(4), we will have to place the permit application
on hold until we are supplied the necessary information. Hopefully, we can work together to
expedite the processing of your permit application. If you have any questions or require
additional information, please contact Cynthia Van Der Wiele at 919.733.5715.
Y~
~JG~
. Dorney
Quality Certific lion Program
cc: Pete Caldwell, DWQ Mooresville Regional Office
Steve Lund, USACE Asheville Field Office
Central Files
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 505b recyclecUlO% post consumer paper

CESAW-RG-A November 17, 2000
MEMORANDUM FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT), PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS BRANCH
ATTN: Jared Gray, Natural Systems Unit
SUBJECT: Additional Information Required to Complete Department of the Army Permit
Application for R-2206A, Relocation of NC 16, Gaston and Lincoln Counties, Action ID
200031430
1. The purpose of this memorandum is to request additional information needed to complete
your application of September 15, 2000 for the subject project.
2. Please provide a new Site Location Map that shows the locations of the permit sites in
relation to existing roads, railroads, streams, towns, topographic features and other landmarks.
We recommend that USGS topographic mapping be used as a base map.
3. Please identify and name all stream channels on the permit plans. Unnamed streams should
be labeled as an unnamed tributary to a named stream.
4. Provide complete plans, including all ramps, for the interchanges at the beginning and end
points of the project (existing NC 16 and NC 73).
5. Provide SHPO concurrence or the current status of SHPO review on the data recovery work
for archaeological site 31LN161, the Edwards-Pryor-Sifford Farm located in the project
alignment. A Department of the Army permit will not be available until the FHWA and NCDOT
resolve this resource issue.
6. If you have any questions, please contact me at telephone [phone].
Steven W. Lund
Regulatory Project Manager
Asheville Regulatory Field Office
cc: Roy Shelton, FHWA

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STATE of NORTH CAROLINA
QQ 123
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. ~ DAVID MCCOY
GOVERNOR
September 15, 2000
Mr. Steve Lund
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Dear Mr. Lund:
"40I ISS~Ep~
SECRETARY
PAYMENT
RECEIVED
SUBJECT: Gaston and Lincoln Counties, Proposed relocation of NC 16 from just
south of Lucia to north of NC 73 TIP No. R-2206A, State Project
8.1830501, Federal Aid Project F-24-1(34).
Project description
The 5.4-mile project (R-2206A) will relocate NC 16 in the southwestern piedmont region
of North Carolina as a four-lane divided, limited access expressway. The project will
extend northward from Lucia, beginning where the existing four-lane section ends, to NC
16 just north of NC 73. Access will be provided at major crossroads via either at-grade
intersections or interchanges.
Project history:
A Draft Environmental Impact Statement (DEIS) for R-2206 was approved by the
Federal Highway Administration (FHWA) on June 6, 1994. The DEIS explains the
purpose and need for the project, provides a description of the project and characterizes
the social, economic, -and environmental impacts of the project. After the DEIS was
approved and circulated, a Public Hearing on the location and design was held on August
11, 1994. On May 8, 1997, the Final Environmental Impact Statement (FEIS) was
approved by FHWA. Copies of DEIS and FEIS have been provided to the regulatory
agencies involved in the approval process. Additional copies will be provided upon
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

r
request. This application only applies to the A section of R-2206.
Pxoject Breakdown and Construction Schedule •
~.
For construction purposes, NCDOT divided the R-2206 project into three ~`~:
sections, R-2206A, R-2206B, and R-2206C. The three sections traverse through three
North Carolina counties, Gaston, Lincoln and Catawba, and total 16.1 mi: (27.2 km) in
length. The A section of R-2206 falls in northeastern Gaston County and southeastern
Lincoln County and totals 5.4 mi. (8.7 km) in length. R-2206A is the first portion of the
R-2206 to be scheduled for construction (May 2001), followed by the B section (October
2001) and the C section (October 2003). The Project Breakdown Map for R-2206, located
at the end of this permit application letter, illustrates each section. Table 1 contains
information concerning the construction schedule and the termini of each section.
Table 1. Construction Schedule for Relocation of NC 16: TIP No. K-2206
TIP Section` Description Length Let. Date
No.
R-2206 A NC 16 south of Lucia (Gaston Co.) to 5.4 mi. May 2001
North of NC 73 south of Triangle (Lincoln (8.7 km)
Co.)
B North of NC 73 south of Triangle (Lincoln 4.7 mi. Oct 2001
Co.) to north of SR 1386 (Lincoln Co.) (7.7 km)
C North of SR 1386 (Lincoln Co.) to north of 6.0 mi. Oct 2003
SR 1895 north of chronicle (Catawba Co.) (9.8 km)
Independent Utility
It is the opinion of the NCDOT that R-2206A has independent utility from the remaining
sections of the project. The NCDOT believes that this section can be considered
independent of the remaining section because it meets the following objectives of
"independent utility" as defined by the FHWA:
^ this section of the project connects logical termini since it
ties into an existing alignment;
^ this section of the project is of sufficient length that
environmental matters have been addressed on a broad scope (DEIS
and FEIS);
^ this section of the project has independent significance such
that it is usable and of reasonable expenditure even if no other
improvements are made in the area; and,
^ this section of the project does not restrict consideration of
alternatives for other reasonable foreseeable transportation improvements.
Steve Lund of the USACE stated that he believes the A section has independent utility,
CWA §404 Individual Permit Application 2 of 16
TIP No. R-2206A August 1, 2000 ,

during the September 21-22 ,1999 field review.
Relocation of NC 16 Alignment
The R-2206A alignment consists of a four-lane divided highway with limited access
expressway situated on new location. The project begins south of Lucia at a new
interchange with existing NC 16. This interchange will provide access to both new and
existing NC 16. As the highway continues north, it underpasses Killian Road (SR 1909).
Further north, the project crosses into Lincoln County where it underpasses Sifford Road
(SR 1397). The new bridge crossing will shift the alignment of Sifford slightly north of
existing location. Heading north, the project will cross the CSX railroad using two two-
lane bridges. The project then starts to head northwest where it cross existing NC 16.
Existing NC 16 will cross over the new NC 16 with a single two-lane bridge. Heading
north the project will crosses Little Egypt Road (SR 1386). NCDOT will close and cul de
sac Little Egypt Road on both sides of the proposed NC 16. The project will end with the
interchange with NC 73 which will provide access to NC 73 and the proposed NC 16.
Federally Protected Species
As of June 16, 2000, the United Sates Fish and Wildlife Service (USFWS) lists six
federally protected species for Gaston and Lincoln County. Table 2 outlines these
species.
Table 2. Federally Protected Species Listed in Gaston and Lincoln Counties**
COMMON NAME SCIENTIFIC NAME STATUS COUNTY
Bog turtle Clemmys muhlenbergii T(S/A) Gaston
Bald eagle Haliaeetus leucocephalus T Gaston
Georgia aster Aster georgianus C 1 Gaston'
Schweinitz's sunflower Helianthus schweinitzii E Gaston
Dwarf-flowered heartleaf Hexastylis naniflora T Lincoln
Michaux's sumac Rhus michauxii E Lincoln
• Endangered (E) is defined as a taxon in danger of extinction throughout all or a significant portion of its
range.
• Threatened Due to Similarity of Appearance T(S/A) denotes a species that is threatened due to similarity
of appearance with other rare species. Even though these species are listed for their protection, they are
not biologically endangered or threatened and are not subject to consultation under the Endangered
Species Act (ESA) §7.
• Threatened (T) denotes a taxon likely to become endangered within the foreseeable future throughout all
or a significant portion of its range.
Candidate (Cl) denotes a taxon under consideration for official luting for which there is sufficient
information to support listing.
** Obtained from the US Department of the Interior, Fish and Wildlife Service, Updated County Species
List (June 16, 2000).
The NCDOT has investigated the potential effects of R-2206 on federally protected
species. Several environmental documents provide biological conclusions for the
federally protected species listed in Table 2. A Report on The Biological
CWA §404 Individual Permit Application 3 of 16
TIP No. R-2206A August 1, 2000

f
Assessment/Surveys For Hexastvlis nani ora and Rhus michauxii Within The Preferred ~
Corridor For The Proposed Relocation of NC 16 (Post, Buckley, Schuh and Jernigan, '
Inc., June 1995) provides a biological conclusion of No Effect for the Michaux's sumac
and dwarf-flowered heartleaf. The USFWS sent a letter on February 15, 1996 concurring
with NCDOT's biological conclusion of No Effect for the Michaux's sumac and the
dwarf-flowered heartleaf. The FEIS dated May 8, 1997 provides information on the bog
turtle, Georgia aster, Michaux's sumac and dwarf-flowered heartleaf, and a determination
regarding potential impacts to the above-mentioned species.
A Section 7 concurrence letter was sent out by NCDOT biologist Jared Gray with
biological conclusions for the bald eagle and Schweinitz's sunflower of No Effect on
May 30, 2000. A June 27, 20001etter from the USFWS states that the proposed
Relocation of NC 16 meets the requirements of ESA §7. The USFWS concurs with
NCDOT's determination that the project will have a "No Effect" for the bald eagle and
the Schweinitz's sunflower.
A review of fhe NC Natural Heritage Program (NCNHP) records on June 3, 1999
revealed that there were no federally protected species or federal species of concern
(FSC) within 1.0 mi (1.6 km) of the proposed project area.
Cultural Resources
Architectural Resources:
A historic architectural survey for R-2206 identified 12 individual properties and one
district that are either listed in or eligible for listing in the National Register of Historic
Places (NRHP). The Castanea Church Cemetery is the only one of the properties that falls
within the R-2206A project, and will not be affected. According to FEIS documentation,
the State Historic Preservation Officer (SHPO) concurred with these findings on'Apri128,
1994.
The NRHP nominated the Pryor-Sifford House and Outbuildings, in the spring of 1996,
to the Keeper of the National Register for determination of eligibility. The Pryor-Sifford
House is located within the proposed right-of--way for R-2206A. It was evaluated as part
of the initial historic survey conducted in 1992 for the study area, and was found to be
ineligible. The Keeper of the National Register of Historic Places determined that the
Pryor-Sifford House was ineligible for listing in the NRHP on September 19, 1996.
Archeological Resources:
A archeological survey was done between January 23 and June 22, 1996. The survey was
done by using a 183m (600 ft.) corridor around the Preferred Alternative. This survey
located 49 archeological sites, of these, seven were assessed as eligible for the NRHP.
There are six sites located within the proposed right-of--way for the Preferred Alternative.
These sites are listed as 31LN148**, 31LN150**, 31LN152, 31LN154, 31LN159 AND
31 LN 161 * *. Another site which is listed as eligible, Site 31 LN 149* *, is located outside
of the proposed right-of--way and will require no further work as long as it is not disturbed
CWA §404 Individual Permit Application 4 of 16
TIP No. R-2206A August 1, 2000

by construction activities. The Deputy North Carolina State Historic Preservation Officer
concurred with these recommendations on October 2, 1996. Avoidance was
recommended for the sites assessed as eligible for the NRHP. If avoidance is not possible
and the above mentioned eligible sites are to be impacted, the FHWA and the NCDOT
will need to coordinate with SHPO to develop an intensive testing program and if
necessary an archival research plan for historic archeological sites. This is needed to
evaluate the need for and plans for data recovery. On June 9, 1999, New South Associates
prepared a Scope of Work and Technical Proposal for Archeological Testing and possible
Data Recovery for Site 31 LN 161 * * (Edwards-Pryor-Sifford Farm) in Lincoln County.
This was the only site eligible for listing on the A Section for R-2206. On July 15, 1999,
SHPO concurred with the scope of work submitted by New South Associates. Since then,
New South Associates has done the Data Recovery for Site 31 LN 161 * *. They are going
to submit that their findings on that site were not significant and that they deem it
ineligible. Their report should be out sometime in August, 2000.
Avoidance/Minimization
The USACE concurred by letter dated August 12, 1996 that R-2206A satisfies its
concerns relevant to avoidance and minimization of wetland impacts. The following is a
list of the project's jurisdictional wetland and stream avoidance/minimization activities
proposed or completed by NCDOT.
• Avoidance: NCDOT has avoided impacts to five of the seven major wetland areas by
choosing this alignment. The redelineation of R-2206A has reduced wetland impacts
from 1.60 ha (3.94 ac.) to 0.10 ha (0.25 ac.).
• Minimization: NCDOT used 2:1 fill slopes through wetlands and streams. NCDOT
also used 2:1 fill slopes for streams and wetlands inside the interchanges.
• Minimization: Best Management Practices will strictly be enforced for sediment and
erosion control for the protection of surface waters and wetlands.
• Minimization: It is the policy of the NCDOT to eliminate lateral ditching in wetlands
as much as possible, thus preserving the hydrology of adjacent wetlands.
• Minimization: NCDOT Hydraulics Unit has reduced the amount of rip rap in all
stretches of the relocated channel.
• Minimization: NCDOT during the design phase looked at the interchange between
NC 73 and the project and came up with the present design to minimize wetland and
stream impacts.
Impacts to Waters of the United States (Overview/R-2206A )
Overview
In 1995, Post, Buckley, Schuh and Jernigan, Inc.(PBS&J), delineated the wetlands along
R-2206A, B and C in accordance with the 1987 Corps of Engineers Wetlands Delineation
Manual. This delineation included a 1,200 foot corridor along the preferred alternative.
PBS&J biologists verified a representative selection of the wetlands on March 17, 1995
with Steve Lund of the Army Corps of Engineers (USACE). Two additional verifications
CWA §404 Individual Permit Application 5 of 16
TIP No. R-2206A August 1, 2000

a
i~
took place between PBS&J and Mr. Lund on May 5 and May 10, 1995. After the
verifications, PBS&J delineated three additional wetlands. Location maps and USAGE
data sheets for these wetlands were sent to the USACE on May 30, 1995. Written -
approval was sent by the USAGE on August 2, 1995. The USAGE letter also identified
several important wetlands (wetland 26, 39, 52, 71, 74 and 112Z). The USAGE strongly
recommended that the proposed roadway be designed to avoid and minimize the impacts
to these wetlands. The first two are the only ones that pertain to the A Section of the
project. Wetland 26 refers to Site 11 of the permit drawings. NCDOT has avoided this
wetland, because NCDOT did not extend the culvert into the wetland areas on both sides
of the project and keeping the wetlands outside of the fill slopes. Wetland 39 refers to
Site 16 of the permit drawings. NCDOT has tried to minimize impacts with the present
interchange selection. NCDOT is only impacting 0.03 ha (0.07 ac.) at this site.
NCDOT biologists Tim Bassette and Chris Murray visited the project on Apri127-April
29, 1999 to conduct stream determinations and verify the wetland boundaries on the plan
sheets. They found several areas in which wetlands were called jurisdictional, but in fact
were not. They also found new wetland areas that had not been previously identified. A
second field trip to redelineate the A Section wetlands was conducted by NCDOT
biologists Tim Bassette, Chris Murray and Jared Gray on May 17-19, 1999. Mr. Steve
Lund (USACE), Mr. David Cox (NCWRC), along with NCDOT biologists Jared Gray,
Tim Bassette and Chris Murray met on September 21-22, 1999 to review stream calls,
wetland corrections, and to make comments. The stream determinations, new wetland
lines, and wetland corrections were approved at this time.
Construction of R-2206A will necessitate impacts to waters of the United States, as
defined under 33 CFR §328.3(a). Surface waters will be permanently impacted through
stream relocations, filling of streams and ponds, and proposed enclosed channels.
Permanent wetland impacts associated with R-2206A include filling, excavating,
clearing, and draining of wetlands. The NCDOT will perform all clearing activities using
Method III Mechanized Clearing. Since Method III involves clearing and grubbing, all
clearing impacts are considered permanent along this project.
Table 3. Wetland Communifies In~pacted.b3~ 1T-2206A
.Wetland Community Site # (A Section), Permanent Impacts

Emergent wetland Site 3 0.07 ac
(0.03 ha)
Headwater forest ,Sites 1, Site 7, Site 12, and 0.18 ac
Site 16 (0.07 ha)
Totals --- 0.25 ac
(0.10 ha)
Wetlands
R-2206A will impact two wetland community types: headwater forest system and
emergent herbaceous wetland. Table 3 lists the amount of wetland impacts under each
CWA §404 Individual Permit Application 6 of 16
TIP No. R-2206A August 1, 2000

wetland community type. R-2206A will permanently impact 0.25 ac (0.10 ha) of
jurisdictional wetlands.
R-2206A contains five impacted jurisdictional wetland sites (Sites 1, 3, 7, 12 and 16). As
depicted on the enclosed permit drawings, the project will permanently fi110.26 ac (0.10
ha). This application does not show any temporarily fill, excavation, or clearing of
jurisdictional wetlands along the A section of R-2206. The wetland sites were so small
that all impacts were counted as a loss and included with fill in wetlands in the summary
sheets of the permit drawings. Jurisdictional wetland sites that will be impacted by R-
2206A are highlighted site-by-site below.
Site 1:
Site 3:
Site 7:
Site 1 appears on permit drawing 7 of 30 (plan view). Site 1 consists of two low
quality, non-riverine, headwater forest wetland areas. The wetlands at Site 1 are
located in the interchange between existing NC 16 and the project. The headwater
forest wetlands lie adjacent to a unnamed tributary to Johnson Creek. Hydrophytic
vegetation includes water oak (Quercus nigra), American elm (Ulmus
americana), Black willow (Salix nigra), Virginia creeper (Parthenocissus
quinquefolia), jewelweed (Impatiens capensis), cattail (Typha latifolia), Japanese
honeysuckle (Lonicera japonica) and rush (Jun'cus effusus).
The construction of the interchange will permanently fill both of the jurisdictional
wetlands at Site 1. These permanent wetland impacts are computed from the new
road and fill slopes associated with the new interchange. One of the headwater
forest wetlands that will be permanently filled by the road's fill slope will have a
junction box placed within the wetland to convey water from the perennial stream
and stormwater which will now be enclosed channels. The total permanent
impacts to the wetlands at Site 1 will be 0.0087 ha (0.02 ac.).
Site 3 appears on permit drawing 9 of 30 (Plan View). The site consists of a non-
riverine, emergent wetland system situated north of existing Killian Road and
south of the Gaston/Lincoln County lines. Hydrophytic vegetation within this site
includes American elm, Japanese grass (Microstegium vimineum) and sedge
(Carex sp.). The project will fi110.026 ha (0.06 ac.) of emergent wetland at Site 3.
Site 7 appears on permit drawing 13 of 30 (Plan View). The site consists of a non-
riverine headwater forest situated north of the Gaston/Lincoln County lines and
south of Sifford Road. Hydrophytic vegetation within this site includes tag alder
(Alnus serrulata), black willow, jewelweed, rush; sedge, Virginia creeper, multi-
flora rose (Rosa multijlora), silky dogwood (Corpus amomum), poison ivy
(Toxicodendron radicans), trumpet creeper (Campsis radicans), false nettle
(Boehmeria cylindrica), tulip poplar (Liriodendron tulipifera) and coral
honeysuckle (Lonicera sempervirens). The total permanent impacts to Site 7 will
be 0.025 ha (0.06 ac.) from roadway fill and construction of a lateral ditch which
will convey water from the wetland and it's associated perennial stream to a 600
CWA §404 Individual Permit Application 7 of 16
TIP No. R-2206A August 1, 2000

mm corrugated steel pipe.
Site 12:
Site 12 appears on permit drawing 18 of 30 (Plan View). The site consists of a
non-riverine, headwater forest situated north of existing NC 16 and south of Little
Egypt Road. Hydrophytic vegetation within this site includes Japanese grass,
violet (Viola sp.), red maple (Ater rubrum), sedge, rush, goldenrod (Solidago sp.),
moss (Sphagnum sp.), tulip poplar, Virginia bugle-weed (Lycopus virginicus), and
boneset (Eupatorium perfoliatum). The impacts for Site 12 will be 0.0138 ha
(0.034 ac.) of headwater forest wetland.
Site 16:
Site 16 appears on permit drawing 22 of 30 (Plan View). The site consists of a
non-riverine, headwater forest situated in the interchange of existing NC 73 and
the project. Hydrophytic vegetation within this site includes jewelweed, Japanese
grass, Virginia creeper, sedge, silky dogwood, red maple, tulip poplar, poison ivy,
green ash (Fraxinus pennsylvanica), river birch (Betula nigra), sweet gum
(Liquidambar styraciflua) and water hemlock (Cicuta maculata). The project will
impact this wetland due to the fill slopes of the proposed interchange between
existing NC 73 and proposed NC 16. The impacts for Site 16 will be 0.0293 ha
(0.072 ac.) of headwater forest wetland.
Streams
Table 4 lists the stream impacts of R-2206A. The project will permanently impact 9,026
linear ft (2,751 m), relocate 1,0961inear ft (334 m), and enclose 5,7971inear ft (1,767 m)
of jurisdictional stream channels.
Site 1:
Site 2:
Site 3:
Site 1 appears on permit drawing 7 of 30 (plan view). This perennial stream is
located in the interchange between existing NC 16 and the project. The stream is
unnamed tributary to Johnson Creek. NCDOT plans to enclose this stream for 70
m (230 ft.) using 1350 mm (53 in.) pipe at Site 1. This action will result in 102 m
(335 ft.) of existing channel being impacted.
Site 2 appears on permit drawing 8 of 30 (Plan View). This perennial stream is
located north of the proposed interchange between existing NC 16 and the project
and south of Killian Road. Plans to enclose the channel for 150 m (492 ft.) by
using a single barre12.4 m x 2.4 m (7.9 ft. x 7.9 ft.) reinforced concrete box
culvert. This action will result 210 m (689 ft.) of existing channel being impacted.
Site 3 appears on permit drawing 9 of 30 (Plan View). This perennial stream is
located north of existing Killian Road and south of the Gaston/Lincoln County
line. The proposed road's fill slopes will impact this stream. NCDOT is proposing
to put a spring box in the wetland associated with the stream and run a 200 mm (8
CWA §404 Individual Permit Application 8 of 16
TIP No. R-2206A August 1, 2000

in.) PVC pipe for 54 m (177 ft.) until it is outside the fill slopes, at which point
the stream will tie back into the existing channel. This action will result 69 m (226
ft.) of existing channel being impacted.
Site 4:
Site 5:
Site 6:
Site 7:
Site 8:
Site 4 appears on permit drawing 10 of 30 (Plan View). The perennial stream is
located north of existing Killian Road and south of the Gaston/Lincoln County
line. The proposed road and its corresponding fill slopes will impact this stream.
NCDOT is proposing to fill the stream and convey the water through a 600 mm
(24 in.) corrugated steel pipe that will run outside the fill slopes to tie into the
existing channel. This action will result 21 m (69 ft.) of existing channel being
impacted.
Site 5 appears on permit drawing 11 of 30 (Plan View). This perennial stream is
located north of existing Killian Road and south of the Gaston/Lincoln County
line. The proposed road and its corresponding fill slopes will impact this stream.
NCDOT proposes to fill the existing channel and enclose the channel with a one
barre12.7 m x 2.4 m (8.9 ft. x 7.9 ft.) reinforced concrete box culvert for 52 m
(171 ft.). This action will result 78 m (256 ft.) of existing channel being impacted.
Site 6 appears on permit drawing 12 of 30 (Plan View). This perennial stream is
located north of Site 4 and just south of the Gaston/Lincoln County line. The
proposed road and its corresponding fill slopes will impact this stream. NCDOT
proposes to enclose the existing channel for 101 m (331 ft.) with a 1350 mm (53
in.) class IV pipe. This action will result 218 m (715 ft.) of existing channel being
impacted.
Site 7 appears on permit drawing 13 of 30 (Plan View). This perennial stream is
located north of the Gaston/Lincoln County line and south of Sifford Road. The
road and its corresponding fill slopes will impact this site. NCDOT proposes to
enclose the existing channel for 82 m (269 ft.) with a 600 mm (24 in.) corrugated
steel pipe that will run outside the fill slopes where it will enter a lateral ditch,
which will be carrying storm water also. This ditch runs into an adjacent perennial
stream which is the one impacted at site 8. This action will result 111 m (364 ft.)
of existing channel being impacted.
Site 8 appears on permit drawing 14 of 30 (Plan View). This perennial stream is
located north of Site 7 and south of Sifford Road. The road and its corresponding
fill slopes will impact this site. NCDOT proposes to enclose the existing channel
with a single barrel 2.4m x 1.8 m (7.9ft. x 5.9 ft.) reinforced concrete box culvert
for 74 m (243 ft.). This action will result 102 m (335 ft.) of existing channel being
impacted.
CWA §404 Individual Permit Application 9 of 16
TIP No. R-2206A August 1, 2000

Site 9:
Site 9 appears on permit drawing 15 of 30 (Plan View). This perennial stream is
located north of Site 8 and south of Sifford Road. The road and its corresponding
fill slopes will impacts this site. NCDOT proposes to enclose the existing channel
with a single barre12.4m x 2.1 m (7.9 ft. x 6.9 ft.) reinforced concrete box culvert
for 87 m (285 ft.) that will run outside the fill slopes into a 2.4 m (7.9 ft.) base
ditch. This action will result 139 m (456 ft.) of existing channel being impacted.
Site 10:
Site 10 appears on permit drawing 16 of 30 (Plan View). This perennial stream is
located north of Sifford Road, just south of the CSX railroad. The road and its
corresponding fill slopes will impacts this site. NCDOT proposes to enclose the
existing channel with a double barrel 1.8 m x 2.1 m (5.9ft. x 6.9 ft.) reinforced
concrete box culvert for 104 m (341 ft.). This action will result 208 m (682 ft.) of
existing channel being impacted.
Site 11:
Site 11 appears on permit drawing 17 of 30 (Plan View). This perennial stream is
located north of the CSX railroad and south of existing NC 16. The road and its
corresponding fill slopes will impacts this site. NCDOT proposes to enclose the
existing channel with a single barrel 1.8 m x 1.8 m (5.9ft. x 5.9 ft.) reinforced
concrete box culvert for 154 m (505 ft.). This action will result 190 m (623 ft.) of
existing channel being impacted.
Site 12:
Site 12 appears on permit drawing 18 of 30 (Plan View). This perennial stream is
located north of existing NC 16 and south of Little Egypt Road. The proposed
road and its corresponding fill slopes will impact this stream. NCDOT proposes to
enclose the existing channel for 101 m (331 ft.) with a 900 mm (35 in.) class IV
pipe. This action will result 124 m (407 ft.) of existing channel being impacted.
Site 13:
.Site 13 appears on permit drawing 19 of 30 (Plan View). This perennial stream is
located north of existing NC 16 and south of Little Egypt Road. The proposed
road and its corresponding fill slopes will impact this stream. NCDOT proposes to
enclose the existing channel for 79 m (259 ft.) with a 1050 mm (41 in.) class IV
pipe. This action will result 97 m (318 ft.) of existing channel being impacted.
Site 14:
Site 14 appears on permit drawing 20 of 30 (Plan View). This perennial stream is
located north of site 13 and south of Little Egypt Road. The proposed road and its
corresponding fill slopes will impact this stream. NCDOT proposes to enclose the
existing channel for 96 m (315 ft.) with a 1350 mm (53 in.) class IV pipe. This
action will result 150 m (492 ft.) of existing channel being impacted.
Site 15:
Site 15 appears on permit drawing 21 of 30 (Plan View). This perennial stream is
CWA §404 Individual Permit Application 10 of 16
TIP No. R-2206A August 1, 2000

located north of Little Egypt Road and south of NC 73. The proposed road and its
• corresponding fill slopes will impact this stream. NCDOT proposes to enclose the
existing channel for 141 m (463 ft.) with a single barre12.7 mm x 2.7 mm (8.9 ft.
x 8.9 ft.) reinforced concrete box culvert. This action will result 172 m (564 ft.) of
existing channel being impacted.
Site 16:
Site 16 appears on permit drawings 22-23 of 30 (Plan View). There are two
impact areas on Site 16 to Forney Creek, which is a perennial stream. The first
one is south of NC 73. NCDOT proposes to enclose the existing channel with a
3.0 m x 2.43 m (9.8 ft. x 8.Oft.) reinforced concrete box culvert. Impacts will
occur due to the fill slopes for -Ramp B. The other impact site to Forney Creek
will be on the north side of NC 73. Impacts will occur due to the widening of NC
73 and the corresponding fill slopes. NCDOT proposes to enclose the existing
channel with 3.0 m x 2.43 m (9.8 ft. x 8.0 ft.) reinforced concrete box culvert. The
total length of enclosed channel at this site is 255 m (837 ft.). This action will
result 347 m (1138 ft.) of existing channel being impacted.
Site 17:
The summary sheet shows that Site 17 has been moved to the B section of R-
2206. The site numbers have not changed, to reflect this move. The site numbers
go from 16 to 18 in the permit drawings.
Site 18:
Site 18 appears on permit drawings 24-28 of 30. This perennial stream is located
north east of existing NC 16 outside Ramp CA. The construction of Ramp CA
and its corresponding fill slopes will impact the stream. NCDOT proposes to
relocate this stream using natural stream design principles north of the old
channel. The new stream will have 50 foot wooded buffers that will be iri
permanent right-of--way. Page 24 of the permit drawings shows the plan view.
Page 25 shows a channel plan view. Page 26 of the permit drawings is the Natural
Channel Design Typical drawing. Page 27 shows the cross-sectional view of the
new channel. Page 281ists criteria used to design the proposed channel, such as
entrenchment ratio, bankfull width, width/depth ratio, etc., that was comprised
from the existing channel and reference reach of stream. The length of the new
channel will be 225 m'(738 ft.). NCDOT will be impacting 232 m (761 ft.) at this
site. NCDOT will count the 225 m (738 ft.) of new channel as on-site mitigation.
Site 19:
Site 19 appears on permit drawing 29 of 30 (Plan View). This perennial stream is
in the proposed interchange between existing NC 73 and the project. Ramp B of
the interchange will impact the stream. NCDOT proposes to enclose the existing
stream for 75 m (246 ft.) with a single barrel 2.7 m x 2.7 m (8.9 ft. x 8.9 ft.)
reinforced concrete box culvert. This action will result 100 m (328 ft.) of existing
channel being impacted.
CWA §404 Individual Permit Application 11 of 16
TIP No. R-2206A August 1, 2000

Site 20:
Site 20 appears on permit drawing 30 of 30 (Plan View). This perennial stream
flows underneath NC 73. Widening NC 73 will impact 81 m (266 ft.) of stream by
extending the existing triple barre12.7 m x 2.7 m (8.9 ft. x 8.9 ft.) reinforced
concrete box culvert for 31 m (102 ft.). This action will result 81 m (266 ft.) of
existing channel being impacted.
Table 4. Jurisdictional Streams Impacted by K 2206
Site
No. Station Existing
Channel
Impacted
[m (ft)] Relocated Channel
[m (ft)]
*On-site Mitigation Enclosed Channel
[m (ft)]
1 16+20-L-RT 102 m (335 ft.) 70 m (230 ft.)
2 23+65-L- 210 m (689 ft.) 8 m (26 ft.) 150 m (492 ft.)
3 30+60-L- 69 m (226 ft.) 54 m (177 ft.)
4 32+90-L- 21 m (69 ft.) .
5 37+40-L- 78 m (256 ft.) 7 m (23 ft.) 52 m (171 ft.)
6 41+25-L- 218 m (715 ft.) 4 m (13 ft.) 101 m (331 ft.)
7 50+00-L- 111 m (364 ft.) 82 m (269 ft.)
8 51+00-L- 102 m (335 ft.) 74 m (243 ft.)
9 54+85-L- 139 m (456 ft.) 28 m (92 ft.) 87 m (285 ft.)
10 66+25-L- 208 m (682 ft.) 62 m (203 ft.) 104 m (341 ft.)
11 75+45-L- 190 m (623 ft.) 154 m (505 ft.)
12 85+60-L- 124 m (407 ft.) 101 m (331 ft.).
13 88+g0-L- 97 m (318 ft.) 79 m (255 ft.)
14 91+40-L- 150 m (492 ft.) 96 m (315 ft.)
15 97+20-L- 172 m (564 ft.) 141 m (463 ft.)
16 100+70-L- 347 m (1138 ft.) 255 m (83,7 ft.)
18 6+20-RP CA- 232 m (761 ft.) *225 m (738 ft.)
19 5+85-RP B- 100 m (328 ft.) 75 m (246 ft.)
20 13+10-Y7- 81 m (266 ft.) 31 m (102 ft.)
Totals --- 2751m (9026 ft.) 334m (1096 ft.) 1706m (5597 ft.)
*Denotes the relocated channel which will be used as on-site mitigation.
Environmental Agency Field Reviews and Concurrence Meeting
Two environmental agency field reviews were conducted for R-2206A. The first field
review was held for the A, B and C sections of R-2206 on September 21-22, 1999. Mr.
Steve Lund, USACE, Asheville Regulatory Field Office, Mr. David Cox, NCWRC, Jared
Gray, Tim Bassette, and Chris Murray of NCDOT Project Development &
Environmental Analysis (PDEA) Branch attended this field review. NCDWQ declined to
attend and its comments to other environmental agencies. The second environmental
agency field review was held on November 15, 1999 for the A section of R-2206. Mr.
Mark Cantrell (USFWS) and Tim Bassette (PDEA) attended the second field review.
CWA §404 Individual Permit Application 12 of 16
TIP No. R-2206A August 1, 2000

First Agency Field Review:
Three key issues were raised during the first field review. The issues involve wetland
delineations for the A, B and C sections, whether or not avoidance and minimization
needed to be revisited because of new wetlands that had been delineated, corrections to
the old wetland delineations, and stream determinations by NCDOT biologists. Stream
determinations conducted during the field review concluded that nineteen jurisdictional
stream sites along the. A section would require compensatory mitigation. The agencies
agreed that avoidance and minimization issues would not have to be revisited. The new
wetlands were verified and the old wetlands that were to be removed were also verified.
During the field review, the agencies also asked about placing baffles in the proposed box
culverts and about reducing rip-rap around areas were new structures were being placed.
The agencies also commented on the stream relocation at Site 18. USACE requested a
drawing of the new design with contour lines or typical to depict that the stream is not on
design would be in the toe of slope and that there would be a 50 ft. wooded buffer.
Second Agency Field Review:
The USFWS raised four key issues in addition to verifying stream calls during the
project's second field review. The key issues involve the type of channel that would be
replacing the existing one at Site 18, bridging at Sites 5, 10, and 11, increasing the size of
box culverts at Sites 2, 5, and 11 and looking at redesigning the interchange between
existing NC 73 and proposed relocation of NC 16.
Agency Concurrence Meeting:
An environmental agency concurrence meeting was held on June 15, 2000, to discuss
issues brought up during the field review meetings. The first issue, placing baffles on .
culverts, was discussed, and the result was that at the majority of the sites baffle's would
not be needed. The sites were relatively flat, and the culverts will be buried 1 ft. to
facilitate the accumulation of natural stream bed materials in the box culvert between
storm events. However, NCDOT is proposing to place baffles at Site 8 because the slope
was greater than 2.0%. The second issue was Site 18 on permit drawings 24-28. The
agencies wanted NCDOT to make sure that the relocated channel was not situated above
the toe of slope at any point, that rip-rap sections in the design may not be claimed as on-
site stream mitigation, and that it needed 50 ft. wooded buffers. NCDOT response was
that the stream was never located above the toe slope at any point. The relocated channel
is located 60-150 ft. from the edge of pavement. This will allow for 50 ft. wooded
buffers. Also, the proposed rip-rap has been reduced but not eliminated, because these
areas are where fill will be required in the existing channel in order to construct the
proposed channel. The fill will be more unstable than if the proposed channel was cut in
natural ground, therefore, a hardened bank is required. The third issue was the stream
type of the relocated channel. The existing stream is a GSc and NCDOT proposes putting
in a CS stream which will be a more stable stream.
The fourth issue was bridging Sites 5, 10 and 11 which are on permit drawings 11, 16,
and 17 of 30. NCDOT did a cost estimate at each site, looking at construction of a bridge,
CWA §404 Individual Permit Application 13 of 16
TIP No: R-2206A August 1, 2000

the cost of building a culvert, and the cost of stream mitigation.(Table 5.)
Table 5. Cost analysis of brid~in~ versus culvert and mitigation
Site Impacts Cost of culvert
& mitigation Cost of Bridging Cost difference
Station 37+35 5241inear ft. $ 166,500 $ 826,500 $ 660,000
Station 66+63 11821inear ft. $ 513,550 $ 1,851,360 $ 1,337,810
Station 75+46 11821inear ft. $ 489,950 $ 1,653,000 $ 1,163,500
NCDOT found that bridging Sites 5, 10, and 11 would be too expensive and would not be
cost effective.
The fifth issue refers to the increasing the size of box culverts at Sites 2, 8 and 19. These
sites are on permit drawings 8, 14 and 29 of 30. NCDOT's response was that based on
NCDOT Hydraulics Unit policy all culverts are sized to meet all requirements concerning
the conveyance of the 100-year storm event with 1 foot of backwater or less.
The last issue was that the USFWS wanted NCDOT to look into changing the
interchange where the proposed road intersects with NC 73. NCDOT believes that the
interchange chosen minimizes impacts as much as possible. In addition, redesigning the
new interchange would require redesigning the entire project.
Environmental Commitments
The NCDOT will follow numerous environmental commitments which are the result of
agency comments for the DEIS and the FEIS for R-2206. The commitments are listed
below.
• Hazardous spill basins will be provided at stream crossings within 0.8 km (0.5 mi.) of
the critical area of water supply sources classified as WS-IV. This includes two
crossings of an unnamed tributary (Sites 1 and 2) to Johnson Creek that flows into
Mountain Island Lake south of Killian Road(SR 1909).
• Any stream relocations will be coordinated with the U.S. Fish and Wildlife Service
and the NC Wildlife Resource Commission.
• Potential hazardous waste sites will be assessed before right-of--way acquisition.
• If any of the archeological sites assessed as eligible for the NRHP are to be impacted,
the FHWA and NCDOT will coordinate with SHPO to develop an intensive testing
program, and if necessary an archival research plan for historic archeological sites, to
evaluate the need for and plans for data recovery. If results of intensive testing of any
of the six eligible sites indicate the need for data recovery, a detailed data recovery
program will be developed and transmitted to the Advisory Council per 36 CFR
Section 800.
• The Record of Decision for this project will not be signed by FHWA until the
USDOT has made a conformity determination on the Gaston Urban Area
Transportation Plan and rural projects located in Gaston County Included in the STIP.
CWA §404 Individual Permit Application 14 of 16
TIP No. R-2206A August 1, 2000

The NCDOT will also implement the following environmental commitments which are
the result of agency comments for R-2206A. The commitments are listed below.
• NCDOT will mitigate for 0.26 acres of jurisdictional wetland by using WRP at a
ratio of 2:1 for a total of 0.52 acres on this project in order to satisfy our mitigation
requirements for impacting jurisdictional wetlands.
• NCDOT will mitigate for 8,287 linear ft. of jurisdictional streams by using WRP at a
ratio of 2:1 for a total of 16,5741inear ft. on this project in order to satisfy our
mitigation requirements for impacting jurisdictional streams.
• At the request of USAGE, NCDOT will commit to installing the new stream using
natural stream design and divert water flow into the new channel before the fill slopes
are built.
• At the request of DWQ, NCDOT will commit to stabilizing the areas around the
natural stream design first, with native grasses and then after the stream and fill slopes
have been stabilized, establishing the wooded buffer that DWQ has requested by
planting native woody species from the stream out fifty feet on the fill slope side and
out to the NCDOT right-of--way limits.
• The NCDOT Best Management Practices (BMPs) will be incorporated into final.
design of R-2206A in order to minimize sedimentation and erosion impacts along
entire project.
Compensatory Mitigation (Wetlands/Streams)
Wetlands
R-2206A will permanently impact 0.10 ha (0.26 ac.) of jurisdictional wetlands that
comprise waters of the United States. At a 2:1 ratio, the project requires 0.20 ha (0.52 ac.;
of off-site compensatory wetland mitigation. The NCDOT agrees to pay NCWRP
$6,000.00 for a half acre of off-site non-riverine wetlands upon receipt of the CWA §
401 Water Quality Certification. According to a June 20, 2000 letter from Ron Ferrell,
NCWRP, to Mr. Lund, USAGE, the NCWRP accepts payment from NCDOT for 0.20 ha
(0.52 ac.) of wetland impacts. The NCWRP will provide the amount and type of required
wetland mitigation in Cataloging Unit 03050101 of the Catawba River Basin.
Streams
R-2206A will permanently impact 9,025 linear ft (2751 m) of jurisdictional streams that
comprise waters of the United States. NCDOT proposes 7381inear ft (225 m) of on-site
stream mitigation for R-2206A. Counting the proposed relocated stream channels as on-
site stream mitigation, R-2206A has 8,2871inear ft (2,526 m) of jurisdictional stream loss
that requires off-site compensatory stream mitigation. At a 2:1 ratio, the project requires
16,5741inear ft (5052 m) of off-site compensatory stream mitigation. The NCDOT agrees
to pay NCWRP $125.00 per linear foot of off-site stream mitigation upon receipt of the
CWA §401 Water Quality Certification. According to a June 20, 2000 letter from Mr.
Ron Ferrell, NCWRP, to Mr. Lund, USAGE, the NCWRP accepts payment from
NCDOT for the 16,5741inear ft (5052 m) of stream impacts not covered by NCDOT's
CWA §404 Individual Permit Application 15 of 16
TIP No. R-2206A August 1, 2000

own stream mitigation efforts. The NCWRP will provide the amount and type of required
stream mitigation in Cataloging Unit 03050101 of the Catawba River Basin.
Authorization Request
The NCDOT believes that it has developed this project in accordance with the statutory
provisions of the CWA. Impacts have been avoided by alignment and construction
method selection. Design modifications and extensive environmental commitments have
further minimized impacts. The NCDOT proposes compensatory mitigation for
unavoidable wetland and stream impacts. Therefore, NCDOT requests. authorization
under a CWA §404 Individual Permit to construct the project. Enclosed are ENG Form
4345 and permit drawings that depict impacts to waters of the United States as a result of
project construction. The NCDOT also requests that NCDWQ authorize this project
under a CWA §401 Water Quality Certification. A copy of this information is being
provided to NCDWQ along with the required $475.00 application fee.
If you have any questions or need additional information, please call Mr. Jared Gray,
Natural Systems Specialist, at 919-733-7844 ext. 331.
Sincerely,
G ~~
~w William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
WDG/jg
cc:
w/encl.: Mr. David Franklin, USACE, Wilmington
Mr. John Dorney, NCDWQ, DEHNR
Ms. Kathy Matthews, USEPA
Ms. Marella Buncick, USFWS
Mr. David Cox, NCWRC
Mr. N.L. Graf, P.E., FHWA
Mr. David Henderson, P.E., Hydraulics
Ms. Debbie Barbour, P.E., Highway Design Branch
Mr. Calvin Leggett, P.E., Program Development Branch
Mr. John Alford, P.E., Roadway Design Unit
Mr. M. L. Holder, P.E., Division 12 Engineer
Mr. Tom Kendig, P.E., Project Planning Engineer
CWA §404 Individual Permit Application 16 of 16
TIP No. R-2206A August 1, 2000

APPLICATION FOR
DEPARTMENT OF THE ARMY PERMIT
(33 CFR 32~
OMB APPROVAL No. 0710-003
Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this
collection of information, including suggestions for reducing this burden, to Department of Defense, Washington
Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204,
Arlington, VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003),
Washington, DC 20503. Please DO NOT RETURN your form to either of those addresses. Completed applications must
be submitted to the District Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10: 1413, Section 404. Principal Purpose: These laws require authorizing activities in, or
affecting, navigable waters of the United States, the discharge or fill material into waters of the United States, and the
transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on
this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary.
If information is not provided, however, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having
jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION
COMPLETED
(ITEMS BELOW TO BE FILLED OUT BY THE APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE,
(an agent is not required) '
N.C. Department of Transportation William D. Gilmore, P. E. Manager
Project Development and Environmental Analysis Branch
6. APPLICANT'S ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
9. AGENT'S ADDRESS
APPLICANT'S PHONE NOS. W/AREA CODE
a. Residence
b. Business [phone]
10. AGENTS PHONE NOS. W/AREA CODE
a. Residence
b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, , to act on my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE
DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Proposed relocation of NC 16 from South of Lucia to North of NC 73 in Gaston and Lincoln Counties a total
distance of 8.7 km (5.4 mi.).

13. NAME OF WATERBODY, IF KNOW (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Unnamed tributaries to Johnson Creek, Johnson Creek,
unnamed tributaries to Forney Creek and Forney Creek.
15. LOCATION OF PROJECT
Gaston and Lincoln Counties NC
County State
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
See May 8, 1997 FEIS
17. DIRECTIONS TO SITE
See vicinity maps associated with permit drawings.
18. Nature of Activity (Description of project, include all features)
The 5.4-mile project will relocate NC 16 in the southwestern piedmont region of North Carolina as a four-lane
divided, limited access expressway. The project will extend northward from Lucia, beginning where the existing
four-lane section ends, to NC 16 just north of NC 73. Access will be provided at major crossroads via either at-
grade intersections or interchanges. ,
19. Project Purpose (Describe the reason or purpose of the project, .see instructions)
Public highway facility. Detailed explanation of project purpose and need are included in May 8, 1997 EA/FONSI.
USE BLOCKS 20-22 IF DREDGED AND/ OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for discharge
Roadway construction along relocated NC 18.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Roadway fill, pipe/culvert extension and stream relocation.
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
See cover letter and permit drawings.
23. Is Any Portion of the Work Already Complete? Yes No X
IF YES, DESCRIBE THE COMPLETED WORK.
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be
entered here, please attach a supplemental list).
See property list included with permit drawings.
25. List of Other Certifications or Approvals/ Denials Received from other Federal, State,. or Local Agents for Work
Described in This Application.
AGENCY TYPE OF IDENTIFICATION DATE APPLIED DATE DENIED
APPROVAL" NUMBER
N/A
Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify
that the information in this application is complete and accurate. I further certify that I possess the authority to
un rtake the work described herein or am acting as the agent-duly authorized agent of the applicant.
Wf ~'G'~~c~- jS Z.Co ~
SIGNATURE OF APP CANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it
may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or
agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or
disguises a material fact or makes any false, ficticious or fraudulent statements or respresentations or makes
any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry,
shall be fined not more than $10,000 or imprisoned not more than five years or both.

END PROJECT TO HICKORY
I 16
73 I
CSX RAILROADI
I
•~ 73
N
~ SR 1397
LINCOLN ,\
~ASTOH COt1NTYY -'---- ~
_- -~~._-
.\ ___-
'. ~
NOT TO SCALE
i
16
TO CHARLOTTE
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GASTON / LICOLN COUNTY
PROJECT: 8.1830501 Qt-220bA)
NC 16 FROM SOUTH OF LUCIA
TO NORTH OF NC 73
SHEET ( OF 3o S/11/00

17
20 16
J
_ , .~
19 15
14

~ oo+oo
13 90+00
~
12 `~
~ /' 80+00
11
a,
~' ~o+oo
10
~
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~~ 60{00
O
O
N
~` O 50+00

1

O 40f00
O
30+00
O
18 J 20+00
10+00

1~~L~~
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GASTON/LINCOLN COUNTY
PROJECT:81830501 Qt-2206A)
NC 16 FROM SOUTH OF LUCIA
TO NORTH OF NC 73
SHEET 2~ OF 3 D 5 / 11 / o0

LEGEND

-iJLB~~ WETLAND BOUNDARY
LIVE STAKES

~~ WETLAND
~~--- L
BOULDER
o
DENOTES FILL IN - - - COIR FIBER ROLLS
®
WETLAND
NER
O ADJ
C
P
DENOTES FILL IN
® O
R PARCE~
NU BER
SURFACE WATER
DENOTES FILL IN

SURFACE WATER
® PROPOSED BRIDGE
(POND)
®DENOTES TEMPORARY PROPOSED BOX CULVERT
FILL IN WETLAND
®DENOTES EXCAVATION
IN WETLAND PROPOSED PIPE CULVERT
DENOTES TEMPORARY (GASHED LINES DENOTE
FILL IN SURFACE WATER EXISTNG STRUCTURES)
• • •
• • ~ • • • DENOTES MECHANIZED
CLEARING
SINGLE TREE
FLOW DIRECTION
~ WOODS LINE
~- TOP OF BANK
---wE --- EDGE OF WATER ~ DRAINAGE INLET-

- ~ - PROP. LIMIT OF CUT
ROOTWAO
- ~ - PROP. LIMIT OF FILL
-~ PROP. RIGHT OF WAY VANE
- - NG- -NATURAL GROUND
- ~~ - PROPERTY LINE RIP RAP
- TDE - TEMP. DRAINAGE
EASEMENT RIP RAP ENERGY
DISSIPATOR BASIN
- PDE - PERMANENT DRAINAGE.
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
---------- - WATER SURFACE
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GASTON/LINCOLN COUNTY
PROJECT: 8.1830501 ~-2206A)
~ ~ SHEET 3 OF 3'G 5/11/00

~~$®~]ER°TY ~~NER~
NAMES AND ADDRESSES
NAMES ADDRESSES
JAMES J. HENSLE, SR 69~(b SIFFORD ROAD
' STANLEY, NC 281Er(
ANTHONY I.. DRUM 1392( LUCIA DRIVE BEND HWY.
MT. HOLLY, NC 28120
CRESCENT RESOURCES
IDA LEB HBLTON
GARY M. DUCSWORTH
3YLVIA NI%ON CAMP
AIRLIE PARg, INC.
TRACY L. HOPPER. JR
CLEMENT C. TATE
WII,LIAM W. DUCgWORTH
NORTH W. JONES
ERNEST Y. NI%ON
X00 ~ TRYON ST.
SUI'i B 10"00
NC 28201-1003
321 OLDWAGON RD.
MT. HOLLY, NC 28120
6b7 S. HWY.16
STANLEY, NC 2816
12at N.OAgWOOD ST.
GASTONIA, NC 280b6
P.O. BO% 9
LINCOLNTON, NC ?,8093
RT.1, BO% bTd
STANLEY, NC 2816
b07 gII.LIAN RD.
STANLEY, NC 281W
550 PICgERING CT.
COLORADO 3RPINGS, C0.80911
X38 S. HWY.16
STANLEY, NC 2816
~(2d 3, PII,OT gNOB ROAD
STANLEY, NC 28164

I~I$®~]ERT~ ®~N~R~
NAMES AND ADDRESSES
NAMES ADDRESSES
WAYNE E. NTgON
CAROLINA CENTERS, LLC
R C. SIFFORD, SR., HEIRS
PROSPEG'T ffiLL3 DEVELOPMENT INC.
BILL PURR
HOMBS BY GEORGE 3TEELE, INC
P.O. BO% 161
DENVER, NC 48037
P.O. BO% 1003
CHARLOTTE, NC 48201
743 sIFFORD RD
STANLEY, NC 48164
7855 LIVE OASS
D$NV$R, NC 48037
P.O. BO% 4686
MATTHEWS, NC 48106

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