20000552 Ver 1_Complete File_20000419

NORTH CAROLINA DEPARTMENT OF
- 1? -.4 a t' ?? f ENVIRONMENT AND NATURAL RESOURCES
NC®ENR DIVISION OF WATER QUALITY
bS-5- 22
JAMES B: HINT ,R:
GOVER NOR RECEIPT OF PAYMENT
October 26, 2000
i
i Mr. William Gilmore, PE
BILL HOLMAN,
NC Department of Transportation
SECRETARY
Project Development and
Environmental Analysis Branch
1548 Mail Service Center
KERR.?T STEVENS `- Raleigh, North Carolina 27699-1548
DIRECTOR -
Subject: TIP #: R-0942A, B and CA
COE Permit #: 199402773 and 200020184
DWQ #: 000552
County: Orange/Chatham Counties
The North Carolina Wetlands Restoration Program (NCWRP) received check
number 1076451 in the amount of $ 462,500.00 as payment for the compensatory
mitigation requirements of the subject U.S. Army Corps of Engineers Section 404
permit (Action ID #199402773 and 200020184) and 401 Water Quality Certification
' (DWQ #000552) issued to the North Carolina Department of Transportation.
The NCWRP, by acceptance of this payment, acknowledges that the NCWRP
is responsible for the compensatory mitigation requirements associated with Action
ID #'s 199402773 and 200020184, and agrees to provide the compensatory
mitigation as specified in Special Conditions (c) of this permit. As specified, the
NCWRP will restore 3,700 linear feet of warm water stream in Cataloging Unit
03030002 of the Cape Fear River Basin.
--- _w If you have any questions concerning this matter, please contact Crystal
Braswell at [phone].
r Sincerely,
Ronald E. Ferrell,
Program Manager
f
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cc: Rob Ridings '
Eric Alsmeyer yr- : r
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i WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619
website: h2o. enr. state. nc.us PHONE [phone] FAX [phone]
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NORTH CAROLINA DEPARTMENT OF
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DIVISION OF WATER QUALITY
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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
May 25, 2000
Orange and Chatham Counties
DWQ Project No. 000552
APPROVAL OF 401Quality Certification
Mr. William D. Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
P.O. Box 25201
Raleigh, NC, 27611-5201
Dear Mr. Gilmore:
4 ®o
q
NCRTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
/??f t???Ilt?t?
You have our approval, as described in your application dated February 15, 2000, and the subsequent amendments
dated April 3,2000 and May 12, 2000, respectively (except as described below). In accordance with the attached
conditions and those listed below, you are authorized to place fill material in 1.06 acres of wetlands, 2.42 acres of
surface waters, and 1850 linear feet of streams for the purpose of widening US 15-501 from SR 1599 (Northwood
School Road) in Chatham County to north of SR 1994 (Culbreth Road) in Orange and Chatham Counties. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number
3100. This certification corresponds to the General Permit 198200031 issued by the Corps of Engineers. In addition,
you should acquire any other federal, state or local permits before you proceed with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should your
project change, you must 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. Since total
wetland fills for this project (now or in the future) exceed one acre and total impacts to streams (now or in the future) exceed
150 linear feet, compensatory mitigation will be required as described in 15A NCAC 21-1.0506 (h) (6) and (7). ). This
approval shall expire with the corresponding Nationwide Permit or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed
below.
1. Mitigation for 1.06 acres of wetland impact will be provided for by payment to the North Carolina Wetlands
Program. The impacts will be mitigated for at a ratio of 2:1. Therefore, the NCDOT shall purchase 2.12 acres
of wetlands restoration from the NC Wetlands Restoration Program for hydrologic unit 03030002.
2. Mitigation for 1850 linear feet of stream impact will be provided for by payment to the North Carolina
Wetlands Program. The impacts will be mitigated for at a ratio of 1:1. Therefore, the NCDOT shall purchase
1850 linear feet of stream mitigation from NC Wetlands Restoration Program for hydrologic unit 03030002.
Wetlands/401 Unit 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
It
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
A; ;
r, Q 0
0
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O.
Box 27347, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for
a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-9646.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Central Fjles
c:\ncdot\TIP R-0942\wqc\000552wgc.doc
Sincerely,
. Stevens
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10°o post consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James Q. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
4 o
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NORTH CAROLINA - DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, the North Carolina Department of Transportation is authorized to impact
the surface waters of the State of North Carolina as indicated below for the purpose of widening US 15-501 from SR
1599 (Northwood School Road) in Chatham County to north of SR 1994 (Culbreth Road) in Orange and Chatham
Counties (TIP No. R-0942, DWQ No. 000552). 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: Improvements to US 15-501 from SR 1599 to SR 1994
COUNTY: Chatham and Orange
BASIN/SUBBASIN: Cape Fear, Cataloging Unit 03030002
DWQ No: 000552
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).
2.12 acres of Class WL wetlands
2.12 acres of riparian wetlands
0.0 acres of non-riparian wetlands
0 acres of Class SWL wetlands
1850 linear 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
P.O. BOX 29535
RALEIGH, NC, 27626-0535
[phone]
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10'7o post consumer paper
1111J/Ji-V.-LLl 1. J- 1- u.......7.. v .............- ...- .. --

GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS REGIONAL (GENERAL)PERMIT NUMBER
198200031(N.C. Department of Transportation, or other Federal,
State or Locally Funded Bridge
This General 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 Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200
for the discharge of fill material to waters and wetland areas as
described in the Wilmington District's Regional (General) Permit Number
198200031. This Certification replaces Water Quality Certification
Number 2735 issued on May 1, 1992. This WQC is rescinded when the Corps
or Engineers reauthorize this Regional General Permit or when deemed
appropriate by the Director of the DWQ.
The State of North Carolina certifies that the specified
category of activity will not violate applicable portions of Sections
3011 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if
conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Proposed fill or substantial modification of waters or
wetlands for this General Certification does not require
written concurrence from the Division of Water Quality as
long as the following conditions are followed;
2. That appropriate sediment and erosion control practices which
equal or exceed those outlined in the most recent edition of
the "North Carolina Erosion and Sediment Control Planning and
Design Manual" or the "North Carolina Surface Mining Manual"
(as available from the Division of Land Resources in the
DEHNR Regional and Central Offices) are utilized to prevent
-C-3 05(25/2000 4:49 F
LILLY./„uv.lAllLL.Oww.ub.ua. - --

exceedances of the appropriate turbidity water quality
standard (50 NTUs in streams and rivers not designated as
trout by DWQ; 25 NTUs in all saltwater classes, and all lakes
and reservoirs; and 10 NTUs in trout waters);
3. All sediment and erosion control measures placed in wetlands
or waters shall be removed and the natural grade restored
after the Division of Land Resources has released the
project;
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. Fill or alteration of more than one acre (0.45 ha) of
wetlands will require compensatory mitigation in accordance
with 15A NCAC .0506(h). Written DWQ approval for this
mitigation plan is required which may utilize the state's
Wetland Restoration Program;
6. Fill or alteration of more than 150 linear feet (45.7 meters)
of streams may require compensatory mitigation in accordance
with 15A NCAC .0506(b). Written DWQ approval for this
mitigation plan is required which may utilize the state's
Wetland Restoration Program;
7. If an environmental document is required, this Certification
is not valid until a FONSI or ROD is issued by the State
Clearinghouse;
8. Concurrence from DWQ that this Certification applies to
an individual project shall expire three years from the
date of the cover letter from DWQ.
Non-compliance with or violation of the conditions herein set
forth by a. opecific fill project shall result in revocation of
this Certification for the project and may result in criminal and/or
civil penalties.
nsr. Srnnn a•i4 n,
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The Director of the North Carolina Division of Water Quality may
require submission of a formal application for individual certification
for any project in this category of activity, if it is determined that
the project is likely to have a significant adverse effect upon water
quality or degrade the waters so that existing uses of the wetland or
downstream waters are precluded.
Public hearings may be held for specific applications or
group of applications prior to a Certification decision if deemed
in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective data: 11 February 1997.
DIVISION OF WATER QUALITY
By
A. Preston Howard, Jr. P.E.
Director
gencert.031
WQC # 3100
12 nirirn(Nl d•19 P

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. DAVID MCCOY
27611-5201
GOVERNOR SECRETARY
May 12, 2000
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinator
Dear Sir:
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involve widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
. On February 15, 2000 we submitted a permit application for this project. In that
application we identified that we would mitigate for our 1850 linear feet of jurisdictional stream
impacts as follows:
" Of the 1850 feet of stream impacts, NCDOT will offer mitigation for 1451 feet; the total
of all stream impacts over 150 feet per site. We propose to mitigate for the stream impacts at a
ratio of 2:1 by using 2293 feet of stream restoration from the Starmoumt Country Club
Mitigation Site and using the North Carolina Wetland Restoration Program (WRP) for the
remaining 613 [should have been 609] feet of impacts by contributing $153,250.00 to the WRP. "
Recently you have stated that we would be required to mitigate for stream impacts for the
entire 1850 linear feet of jurisdictional stream, not just the 1451 feet as described above.
Therefore, we will provide mitigation for the additional 399 feet at a 2:1 ratio. We also will
provide all of the stream mitigation required by using the credits available from the Starmount
Country Club Mitigation Site. We will not be using the WRP for any of the impacts from this
project. Thus we propose to mitigate for the 1850 linear feet of jurisdictional stream impacts at a
k
ratio of 2:1 by using 3700 feet of stream restoration from the Starmount Country Club Mitigation
Site. As previously stated in the February 15, 200 permit application, both the proposed project
and the Starmount Country Club Stream Mitigation Site are located in the Cape Fear River Basin
in hydrologic unit number 03030002. Construction of the mitigation site was completed in April
1999. The mitigation ledger for the Starmount Forest Country Club Mitigation Site showing the
status of the debits from that site is presented in the following table.
Starmount Forest CC Mit. Plan Ratios TIP DEBIT TIP DEBIT TIP DEBIT TIP DEBIT
Guilford
Cape Fear P
Stream Restoration Feet at Start Feet Remaining 1-2201 E 1-2402 C R-2217 R-942
(linear feet) 7821 793 1:01 825 2293 210 3700
TOTAL 793

If you have any questions or need additional information, please contact Alice Gordon at
919-733-1162
Sincerely,
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc:
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
2
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17a 1/6
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. DAVID MCCOY
27611-5201
GOVERNOR SECRETARY
April 3, 2000
U. S. Army Corps of Engineers APR I 1 '?Ullli
6508 Falls of the Neuse Road, Suite 120 'I
Raleigh, North Carolina 27615 WEEM" R@9S 6110 '? ra
aetpTER?Al11Y SECT J
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinator
Dear Sir:
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involve widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
On February 15, 2000, we submitted Section 404 and 401 permit applications. On
February 16, 2000 you requested additional information. The purpose of this letter is to transmit
the information.
Bridge Removal: This project contains a bridge removal over Waters of the United
States. Bridge No. 25 is located on US 15-501 over the Haw River in Chatham
County. The superstructure consists of reinforced concrete deck and railings on steel
I-beam joists. The substructure consists of reinforced concrete posts and beams. The
bridge rails will be removed without dropping them into Waters of the United States.
There is potential for components of the deck and substructure to be dropped into
Waters of the United States during construction. The resulting temporary fill
associated with the concrete deck and substructure is approximately 931 cubic yards.
2. R-942A, Station 73+10 to 73+60 Sheet 9 of 13, Site V: The drawing sent in the
application depicted the wetland impacts as caused by mechanized clearing. The
actual impacts will be from draining of the wetland. There will be no clearing and no
fill in the wetland. At your request, we revised the drawing to depict the drained area
as fill in wetland. Also per your request, we revised the summary sheet (Sheet 12 of
13) to reflect the revised figures. These figures show 0.093 hectares (0.23 acres) of
fill in wetlands (actually drained wetlands as described above) and 0.04 hectares (0.1
acres) of excavation in wetland. Revised Sheets 9 and 12 of 13 are attached with this
letter.
3. Causeway Placement Timing: You asked how long both causeways would be in the
water. We estimate that the Stage I and Stage II causeways (NBL bridge
construction) will be in place at the same time for approximately eight months. In
addition, Stage III and Stage IV causeways (SBL bridge construction) will be in
place at the time for approximately eight months. Please note that the SBL bridge
construction will not begin until after completion of the NBL bridge construction and
all roadway work required to shift traffic to NBL lane bridge. In addition, we
emphasize that eight months is our best estimate and this time may be affected by
many variables such as the site conditions during construction, weather, or the
productivity of the contractor.
4. Cape Fear Shiner Impacts from Causeway: According to Tim Savidge and John
Alderman, the Cape Fear Shiner is a crevice spawner. The spawning area is located
downstream from the project site. The concern for the fish is from the increased
turbidity caused by instream work such that the particles would fill the crevices or
cause other harm to the spawning fish. According to Mr. Alderman the fact that both
causeways would be in the water at the same time would not affect the population.
However, we must be careful to comply with the moratorium.
If you have any questions or need additional information, please contact Alice Gordon at
919-733-1162
Sincerely,
J
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
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U?I'Efj
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C.
27611-5201
GOVERNOR
April 3, 2000
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinator
Dear Sir:
DAVID MCCOY
SECRETARY
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involve widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
On February 15, 2000, we submitted Section 404 and 401 permit applications. On
February 16, 2000 you requested additional information. The purpose of this letter is to transmit
the information.
Bridge Removal: This project contains a bridge removal over Waters of the United
States. Bridge No. 25 is located on US 15-501 over the Haw River in Chatham
County. The superstructure consists of reinforced concrete deck and railings on steel
I-beam joists. The substructure consists of reinforced concrete posts and beams. The
bridge rails will be removed without dropping them into Waters of the United States.
There is potential for components of the deck and substructure to be dropped into
Waters of the United States during construction. The resulting temporary fill
associated with the concrete deck and substructure is approximately 931 cubic yards.
2. R-942A, Station 73+10 to 73+60 Sheet 9 of 13, Site V: The drawing sent in the
application depicted the wetland impacts as caused by mechanized clearing. The
actual impacts will be from draining of the wetland. There will be no clearing and no
fill in the wetland. At your request. we revised the drawing to depict the drained area
as fill in wetland. Also per your request, we revised the summary sheet (Sheet 12 of
13) to reflect the revised figures. These figures show 0.093 hectares (0.23 acres) of
fill in wetlands (actually drained wetlands as described above) and 0.04 hectares (0.1
acres) of excavation in wetland. Revised Sheets 9 and 12 of 13 are attached with this
letter.
3. Causeway Placement Timing: You asked how long both causeways would be in the
water. We estimate that the Stage I and Stage II causeways (NBL bridge
construction) will be in place at the same time for approximately eight months. In
addition, Stage III and Stage IV causeways (SBL bridge construction) will be in
place at the time for approximately eight months. Please note that the SBL bridge
construction will not begin until after completion of the NBL bridge construction and
all roadway work required to shift traffic to NBL lane bridge. In addition, we
emphasize that eight months is our best estimate and this time may be affected by
many variables such as the site conditions during construction, weather, or the
productivity of the contractor.
4. Cape Fear Shiner Impacts from Causeway: According to Tim Savidge and John
Alderman, the Cape Fear Shiner is a crevice spawner. The spawning area is located
downstream from the project site. The concern for the fish is from the increased
turbidity caused by instream work such that the particles would fill the crevices or
cause other harm to the spawning fish. According to Mr. Alderman the fact that both
causeways would be in the water at the same time would not affect the population.
However, we must be careful to comply with the moratorium.
If you have any questions or need additional information, please contact Alice Gordon at
919-733-1162
Sincerely,
J
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
2
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STATE Ol? NORTH CAROLINA
DEPARTMFNT OF TRANSPORTA'T'ION
JAMES B. IIUNr' JR. P.O. BOX 25201, RALEIGH, N.C. DAVID MCCOY
2761 1-5201
GOVERNOR SECRETARY
March 17, 2000
Division of Water Quality/Wetlands
1621 Mail Service Center
Raleigh, NC 27699-1621
ATTN.: Mr. John Dorney
Dear Sir:
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in
Chatham County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth
Road) in Orange County; State Project No. 8.1520102; Federal Aid No. F-
59-1(25);TIP No: R-0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen
US 15-501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham
County to SR 1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-inile project
involve widening US 15-501 to a four-lane shoulder section divided by a 30-foot wide
grassed median for approximately 8.6 miles and a four-lane curb and gutter section for
the remaining 4.1 miles. The project will also include the construction of a 319-meter
(1046-foot) bridge over the I-Taw River. The project is divided into four sections: A, B,
CA and CB. Section CB has already been permitted and is currently under construction
(Action ID Number 199820460, WQ # 980139). On February 15, 2000 we submitted an
application for a series of GP 31 and a NW 33 permits for the A, B and CA sections.
The purpose of this letter is to respond to a telephone message from John
Hennessy on March 6, 2000. In that conversation he stated that the permit application for
the subject project would require a written Water Quality Certification which would
require additional information. The additional information requested was a check for
$475 .00 and six additional copies of the application. These items are enclosed with this
letter. In addition, we have attached plan sheets for the entire project (Sections R-942A,
R-94213, and R-942CA).
We understand that you are sending a letter stating that the review of the
application is "on hold" until the information is received. If this packet provides the
necessary information, we respectively request that the "hold" on the review be removed
and that the reviews proceed.
If you have any questions or need additional information, please contact Alice
Gordon at 919-733-1162
Sincerely,
X?
C William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc:
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. Eric Alsmeyer, Corps of Engineers, Raleigh
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. "Timothy V. Rountree, P.I., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.I., PD&EA Consultant Engineering Unit
?r

?v 'ad
???P ar+m5 ,?I??A
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. DAVID MCCOY
27611-5201
GOVERNOR SECRETARY
February 15, 2000
U. S. Army Corps of Engineers ;v
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615 ??/ p 0 5 J
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinator
Dear Sir:
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involve widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
The project is divided into four sections: A, B, CA and CB. Section CB has already been
permitted and is currently under construction (Action ID Number 199820460, WQ # 980139).
This permit application is for sections A, B, and CA as depicted on the attached drawings. There
are a total of 18 jurisdictional siteslon the subject project. Section A has eight sites labeled 1
through 7 (including Sites 2a and 3a) on Sheets 1 to 13 of 13, Section B has six jurisdictional
sites labeled 1 through 6 on Sheets 1 to 11 of 11, and Section CA has three labeled 1 to 3 on
Sheets 1 to 8 of 8. The impacts of this project qualify for pq ttiug by way of a series of
Goo", Permit 31 permits. Section A also includes the construction of a 319-meter (1046-foot)
bridge over the Haw River, which will qualify for permitting under a N46onwide Permit 33;
Summary of project impacts: the construction of R-0942 will result in a total of J-06
acres of impact in wetlands that is comprised of 0.91 acres of permanent fill and 0.15 acres of
mechanized clearing impacts. In addition, there will be 2.42 acres of temporary fill in surface
waters from the causeways that will provide access for construction equipment at the 1046-foot
bridge over the Haw River. Approximately 1850 linear feet of jurisdictional streams, all of
whiQh-tee perennial, will be impacted. Please note that in this application we rounded off linear

measurements for stream lengths to the nearest whole number in the text. Table 2 presents the
detailed lengths to two decimal points.
Summary of Mitigation: A detailed description of the avoidance and minimization
measures is described later in this application. Six of the seven wetland sites are less than 0.33
acres in size. Site A-6 is 0.45 acres in size. No wetland mitigation isl proposed. Of the 1850 feet
of stream impacts, NCDOT will offer mitigation for 1451 feet; the total of all stream impacts
over 150 feet per site. We propose to mitigate for the stream impacts at a ratio of 2:1 by using
2293 feet of stream restoration from the Starmount Country Club Mitigation Site and using the
North Carolina Wetland Restoration Program (WRP) for the remaining 613 feet of impacts by
contributing $153,250.00 to the WRP.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) was submitted by the North Carolina Department of
Transportation in compliance with the National Environmental Policy Act. The EA was
approved April 30, 1996. A Finding of No Significant Impact (FONSI) was approved on March
26, 1997. The documents describe the need for transportation improvements to US 15-501 and
describe its function as a major thoroughfare in the Chatham and Orange County areas. In
addition, existing and projected conditions in the study area were described including natural
systems and wetlands. Alignments were evaluated with respect to costs, social and economic
impacts, and environmental consequences. Both the EA and FONSI addressed the need for
transportation improvements to US 15-501 to accommodate projected automobile traffic
volumes, heavy vehicles and bicycles. Copies of the EA and FONSI have been provided to
regulatory review agencies involved in the approval process. Additional copies will be provided
upon request.
PROJECT LET SCHEDULE
For construction purposes, the widening of US 15-501 has been broken down into
sections. Table 1 reflects the project breakdown, section limits, and project let dates. The let
date for Section CB was January 1999 and the project is currently under construction. We
received Nationwide 14 and 26 permits in March 16, 1998 (AID # 199820460) and a Section 401
permit February 25, 1998 (DWQ # 980139).
,rable 1 Construction limits and schedule
Section Project Limits Let Date
A US 15-501 from SR 1599 to SR 1700 Jul 2000
B US 15-501 from SR 1700 to Orange Count line October 2000
CA US 15-501 from Orange County line just north of SR
1994 September 2000
CB Just north of SR 1994 to US 15-501 bypass January 1999
JURISDICTIONAL STATUS
Construction of the proposed project will necessitate impacts to jurisdictional Waters of
the United States. Surface waters will be affected by the extension of culverts and pipes at
stream crossings, stream relocation, and temporary fill used in the construction of a bridge over
2
M
the Haw River. Wetland delineations were conducted using the field delineation method
outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental
Laboratory, 1987). Jurisdictional streams were identified according to guidelines set forth in
Field Location of Streams, Ditches, and Ponding (NCDENR, 1997). NCDOT biologists Dale
Suiter and Matt Smith delineated wetlands and streams on Section A on April 1, 1997. Bruce
Ellis delineated wetlands and streams on section B on March 17, 1997 and Section CA on
November 4, 1997. A field verification was completed on June 10, 1997.
PERMANENT IMPACTS: There are 18 jurisdictional sites on R-0942 as listed in Table
2. The attached permit application package consists of drawings depicting wetland and surface
water impacts for wetlands with more than 0.33 acres of impact and streams with more than 150
linear feet of impact. The Environmental Assessment estimated the proposed project would
impact approximately 2.7 acres of jurisdictional wetlands at seven sites (page 61 of the EA).
Since the completion of the EA, NCDOT has made several changes to the final design to avoid
and minimize impacts to wetlands, which decreased wetland impacts by 61 percent. The
construction of R-0942 will result in a total of 1.06 acres of impact in wetlands that is comprised
of 0.91 acres of permanent fill and 0.15 acres of mechanized clearing impacts. There will be
1850 linear feet of impact to jurisdictional surface waters associated with the extension of
reinforced concrete box culverts and the realignment of stream channels. Of the 1850 feet of
stream impacts, NCDOT will offer mitigation for 1451 feet; the total of all stream impacts over
150 feet per site.
TART F 7 TAAPAC TC TO WATERS OF THE UNITED STATES
SITE STATION.., Permit 'Wetland
Fill (ac) Clearing
* Streams
ft Temp.
Stream DWQ Index Number
A- 1 14+41 GP 31 0 0 56.17 0 UT
A- 2 17+15 GP 31 0 0 0** 0 UT
A-2a 20+50 GP 31 0 0 84 0 UT to Haw River
A-3 37+54 to 40+43 NW 33 0 0 0 2.42 ac 16-(36.3)
A-3a 43+20 GP 31 0 0 187 0 UT to Haw River
A-4 50+57 GP 31 0.16 0 185 0 UT to Haw River
A-5 73+61 GP 31 0.01 0.10 357 0 UT to Pokeberry Ck
A-6 78+36 GP 31 0.29 0 0 0 16-37
B-1 119+75 GP 31 0.06 0.01 0 0 wetland
B-2 142+75 GP 31 0 0 210 0 16-4-2-10(0.5) Cub Ck
B-3 167+80 to 168+40 GP 31 0.07 0.04 0 0 wetland
B-4 3+59 to 3+99 Y35 GP 31 0 0 147.5 0 UT to Price Creek
B-5 113+76 to 114+45 GP 31 0.18 0.002 0 0 wetland
B-6 123+70 to 124+30 GP 31 0.11 0 0 0 wetland
B-7 131+85 GP 31 0 0 154 0 UT to Pokeberry Ck
CA-1 38+65 Rt to 39+52 Lt GP 31 0 0 361 0 16-41-2-6
CA-2 40+78 Lt +Rt GP 31 0 0 108 0 UT to Wilson Ck
CA-3 41+56 to 42+42 Lt GP 31 0.03 0 0 0 Wetland
Totals 0.91 0.152 1849.67 2.42 ac
* Mechanized Clearing
** 0.02 acre pond
3
TEMPORARY IMPACTS: Construction of the proposed temporary rock causeway at y
Station 37+54 to 40+43 (Site A-3) is also depicted in the attached drawings. The causeway will
facilitate the construction of the drilled shafts and placement of the prestressed concrete girders.
Temporary service roads will be constructed as depicted on the drawings for Section A (Sheets 5,
6, 7 and 7a of 13).
Restoration Plan: The temporary fill will consist of Class II riprap. No permanent fill
will result from the subject activity. Reference elevations are available for the area of
proposed construction of the temporary causeways. Following construction of the
causeway, the construction of the interior bents and erection of prestressed concrete
girders will be completed. After those items are completed all material used in the
construction of the temporary causeways will be removed. The temporary fill area
will subsequently be restored to its original contour and rough surface texture. The
temporary service roads are not located in jurisdictional areas, however, they are
located in the riparian area on the edge of the river. These haul roads will also be
restored to their preconstruction contours and will be planted with species that will
enhance the stability of the slopes. The temporary impact area associated with the
causeway is expected to recover naturally, since the natural streambed and plant
material will not removed. The NCDOT does not propose any additional planting in
this area. The fill will be placed and removed with earth moving equipment.
2. Schedule: An in-stream moratorium was established to protect the endangered Cape
Fear shiner. Thus, no in-stream construction will be allowed during the spawning
period for the Cape Fear shiner between May I and June 30.
The project schedule calls for a production letting of July 18, 2000 with a
date of availability of August 31, 2000. It is expected that the contractor will choose
to start construction of the causeway for the bridges at that time. The causeways will
be placed in the river in stages as needed by the contractor and each stage will be
removed when that stage is no longer needed. The time from placing the first stage of
the causeway for the first bridge until removal of the last stage for the second bridge
is about two years. The environmental commitments developed as part of the Section
7 consultation required that the normal water flow in the Haw River be maintained by
the use of porous rock and/or appropriate piping for the causeway. In addition, we
will incorporate the following into the contract documents:
• In order to minimize the amount of time the causeways are left in place, the contractor
shall begin construction activities immediately after construction of each causeway.
• The causeways shall remain in place only as required to complete the necessary
construction activities. Each causeway stage shall be completely removed as a unit when
the Engineer no longer deems its use necessary.
• Stages II [North Bound Lane (NBL)l and IV (SBL) causeway construction shall not
begin until at least 50 percent of the drilled shafts for Bents 1 through Bent 4 have been
completed.
• Stages I (NBL) and III causeways shall be removed after construction is completed on the
north and south bound lane bridges respectively, excluding the construction of the barrier
rails.
4
1h
Table 3 Causewav Impact on River Width
CAUSEWAY
STATUS WIDTH OF RIVER
LEFT OPEN (%)
East Causeway Only 62
West Causeway Only 55
Both Causeways 16.5
3. Removal and Disposal Plan: The contractor will be required to submit a reclamation
plan for the removal of and disposal of all materials off-site at an upland location.
The contractor will use excavating equipment to remove the riprap used for the
temporary causeways. Heavy-duty trucks, dozers, cranes and various other pieces of
mechanical equipment necessary for construction of roadways and bridges will be
used on site. All material placed in the river (sheet pilings and riprap) will be
removed from the river at that time. The contractor will have the option of reusing
any of the riprap that the engineer deems suitable in the construction of the causeway
for the bridge. After the temporary causeways are no longer needed, all temporary
causeway material will become the property of the contractor.
• Site A-2 located at station 17+15 is a perennial stream that is an unnamed tributary to the
Haw River.
DESCRIPTION OF JURISDICTIONAL SITES:
• Site A-I located at station 14+41 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-2a located at station 20+50 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-3 located at station 37+54 to 40+43 is on the Haw River (DWQ Index No. 16-(36.3))
and adjacent floodplain. The entire site will be bridged. There will be no impacts to
wetlands. The floodplain and stream will be impacted by the construction of the temporary
construction causeways as described elsewhere in this application.
• Site A-3a located at station 43+20 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-4. located at station 50+57 contains wetlands that have DWQ ratings of 53. The
wetland, located adjacent to US 15-501 on both sides of the road, is characterized by low
elevation seeps located on slopes above a perennial stream that is tributary to the Haw River.
Although the wetland on the south side of the road lies just outside the project limits the
stream that exits the wetland will be impacted by the road fill. We will be relocating this
stream into a lateral ditch. We have designed the depth and width of the ditch to be similar to
the existing stream. However, it is possible that it could drain the adjacent wetland,
therefore, we are showing that small wetland as being totally impacted (Sheet 8 of 13). The
site is a bottomland hardwood forest characterized by loblolly pine (Pinus taeda), eastern
sycamore (Platanus occidentalis), and sweetgum (Liquidambar styraciflua).
• Site A-5 located at station 73+61 contains wetlands that have DWQ ratings of 57. These
wetlands are located on the west side of US 15/501 on opposite sides of a perennial stream
that is tributary to Pokeberry Creek. These forested wetlands are intermittently flooded and
contain a variety of wetland herbaceous species. The northernmost wetland lies out of the
proposed right-of-way and will not be impacted by the proposed project. The site is a
5
bottomland hardwood forest characterized by sweetgum, red maple (Ater rubrum), and box `
elder (Acer negundo).
• Site A-6 located at station 78+36 contains wetlands that have DWQ ratings of 60. Pokeberry
Creek (DWQ Index No. 16-37) is a perennial stream within the project area and will be
completely bridged. It has been created by beavers near US 15/501, resulting in
jurisdictional wetlands on both sides of the existing road. One beaver dam currently exists
directly under the US 15/501 bridge. The site is a bottomland hardwood forest characterized
by sycamore, red maple, and river birch (Betula nigra) that remains inundated throughout the
year due to the beaver dams.
• Site B-1 located at station 119+75 contains wetlands that have DWQ ratings of 35. Red
maple, sweetgum, and Japanese honeysuckle (Lonicera japonica) dominate this
swale/headwater forest wetland. It is intermittently flooded and contains low chroma (2.5YR
5/2) sandy silt soil with many distinct mottles (IOYR 5/0).
• Site B-2 located at station 142+75 is a perennial stream, Cub Creek [DWQ Index No. 16-4-2-
10(0.5)].
• Site B-3 is a wetland located at station 167+80 to 168+40 with a DWQ ratings of 40. Red
maple and sweetgum, with elderberry (Sambucus canadensis) in the shrub layer and Japanese
honeysuckle, a dominant herb dominate this headwater forest wetland. It is intermittently
flooded and contains low chroma soils (10YR 5/2) with abundant, distinct mottles (10YR
5/6).
• Site B-4 located at station 3+59 to 3+99 Y35 is a perennial stream that is an unnamed
tributary of Price Creek.
• Site B-5 located at station 113+76 to 114+45 is a wetland with a DWQ rating of 75. This
seep wetland is characterized by lizard tail (Saururus cernuus), cinnamon fern (Osmunda
cinnamomea), and false nettle (Boehmeria cylindrica). We were not able to avoid impacting
this site. This portion of the road between SR 1520 (Andrew Store Road) and SR 1717 (Jack
Bennett Road) is on new location. The proposed location will improve a reverse horizontal
curve and avoid impacting a property eligible for the National Register of Historic Places
(the Evander Riggsbee House). Shifting the proposed alignment to the east would impact a
similar amount of wetland east of this site, while shifting to the west would impact the
Evander Riggsbee House.
• Site B-6 located at station 123+70 to 124+30 is a wetland with a DWQ rating of 35. The
vegetation is a scrub/shrub wetland dominated by buttonbush (Cephalanthus occidentalis),
poison ivy (Toxicodendron radicans), and greenbrier (Smilax sp.). It contains low chroma
soils: IOYR 2/1 at 0 to 1-inch depth, and IOYR 5/1 at 1 to 12 inch depths.
• Site B-7 located at station 131+85 is a perennial stream that is an unnamed tributary of
Pokeberry Creek.
• Site CA-1 located at station 38+65 Rt to 39+52 Lt is a perennial stream. This stream is
Wilson Creek (DWQ Index No. 16-41-2-6).
• Site CA-2 located at station 40+78 Lt +Rt is a perennial stream that is a tributary to Wilson
Creek.
• Site CA-3 located at station 41+56 to 42+42 Lt is a wetland with a DWQ rating 37. This
wetland dominated by red maple, American elm, and spotted touch-me-not is in a swale that
lies parallel to US 15-501 and is associated with the floodplain of Wilson Creek. The
wetland contains low chroma clayey-silty soils (10YR 5/2) with common, distinct mottles
(IOYR 4/6).
6
b
THREATENED AND ENDANGERED SPECIES
Four federally protected species are listed for Chatham County and five federally
protected species are listed for Orange County (Table 3).
T 4 F derall Protected S ecies for range and Chatham Counties
_M e e
SCIENTIFIC NAME COMMON NAME COUNTY STATUS
Alasmidonta heterodon dwarf wedge mussel Orange E
Hahaeetus leucoce halus bald eagle Chatham T
Notro is mekistocholas Cape Fear shiner Chatham E
Picoides borealis red-cockaded woodpecker Chatham, Orange E
Echinacea laevi ata smooth coneflower Orange E*
Isotria medeoloides small whorled o onia Orange T
Ptilimnium nodosum har erella Chatham E
Rhus michauxii Michaux's sumac Orange E*
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of its range).
"T' denotes Threatened (a species that is likely to become an endangered species within the foreseeable future
throughout all or a significant portion of its range)
"*" denotes no specimen reported from Orange County found in the past twenty years
Biological Conclusions of No Effect for the above-mentioned species, except the Cape
Fear Shiner, were resolved in several documents include the Environmental Assessment, ROW
Consultations and Construction Consultations. A letter dated March 6, 1996 the U. S. Fish and
Wildlife Service (Service) concurred with a finding of "Not Likely to Adversely Affect" for the
Cape Fear Shiner. In a letter dated July 18, 1996 the Service concurred with Section 7 for all
species except the small-whorled pogonia. On June 13, 1996 a plant-by-plant survey was
conducted by an NCDOT biologist to determine if the small-whorled pogonia is located near the
portion of the project in Orange County. No populations were found and a determination of "No
Effect" was made. Copies of the July 18, 1996 letter and documentation of the "No Effect "
status for the small-whorled pogonia are in the FONSI. A copy of the March 6, 1996 letter is
located in the EA.
The Cape Fear Shiner is known from the Haw River downstream of the project crossing.
Project related sedimentation and disturbance are the major concerns with project construction.
A Section 7 meeting was held on April 28, 1995. NCDOT agreed to several environmental
commitments to minimize impacts to the Cape Fear Shiner. If these commitments are strictly
adhered to, it can be concluded that this project is Not Likely to Adversely Affect the Cape Fear
Shiner. Commitments agreed upon during informal Section 7 consultation with the Service to
reduce potential for adverse impacts to the Cape Fear shiner shall be strictly adhered to. These
commitments are:
(1) No in-stream construction will be allowed during the spawning period for
the Cape Fear Shiner between May 1 and June 30.
(2) High Quality Waters Sedimentation and Erosion Control guidelines will
be adhered to at the Haw River throughout construction.
(3) The Resident Engineer will contact the U. S. Fish and Wildlife Service, the N. C. Wildlife
Resources Commission, and the Environmental Unit of the NCDOT at least 30 days prior to the
start of construction. Telephone contact is acceptable. For this project, the people that should be
notified include Ms. Candace Martino of the U. S. Fish and Wildlife Service (919-856-4520), Mr.
David Cox of N. C. Wildlife Resources Commission (919-528-9886), Mr. John Alderman of N. C.
7
Wildlife Resources Commission (919-542-5331), and Mr. Tim Savidge of NCDOT - Project
Development & Environmental Analysis Branch (919-733-3141).
(4) Construction of the new structures at the Haw River will require a temporary rock causeway. The
causeway will be used for construction equipment access to the structure area. The causeway
must be constructed before the spawning season for the Cape Fear shiner. It can remain in place
during the spawning season without any adverse effects to the shiner.
(5) Normal water flow in the Haw River will be maintained by the use of porous rock and/or
appropriate piping for the causeway.
(6) Roadway stormwater runoff will be directed over land to allow sufficient
filtration of contaminants contained in the runoff.
(7) Debris resulting from bridge deck removal will not be allowed to go into
the river.
(8) Turbidity curtains will be placed around piers during in-stream
construction activity following pier removal.
(9) If removing piers from the top is impossible, they will be moved to the
causeway and hauled away.
(10) It appears that the bridge substructure cannot be retained, and blasting will be necessary to remove
it. Any blasting done in association with removing the existing bridge will be performed such that
release of concrete debris and the shock associated with blasting is minimized. Two rings will be
placed around each bridge pier to be removed. A small cylinder will be drilled into the top of each.
pier and the minimum amount of explosives necessary to crack the pier will be detonated
(approximately 1 stick of dynamite). No fly rock or sedimentation is anticipated with this
cracking procedure. Rock clips will be used to remove the cracked pieces of the bridge pier. The
rings will contain debris during pier removal.
CULTURAL RESOURCES
Archaeol M: Archaeological resource survey work was conducted in 1994. No sites were
assessed as potentially eligible for listing in the National Register of Historic Places. In a letter
dated November 14, 1994, the State Historic Preservation Office (SHPO) concurred with this
recommendation and a copy is located in the EA.
Historic: The FHWA, NCDOT and the SHPO agree that two historic properties, the William
Brooks Cheek House and the Evander Riggsbee House, are eligible for listing in the National
Register of Historic Places. Letters dated May 15, 1995 and May 30, 1995 documenting the
SHPO concurrence are located in the EA.
MITIGATION OPTIONS
The COE has adopted through the Council on Environmental Quality (CEQ), a wetland
mitigation policy which embraces the concept of "no net loss of wetlands" and sequencing. The
purpose of this policy is to restore and maintain the chemical, biological and physical integrity of
Waters of he United States. Mitigation of wetland impacts has been defined by the CEQ to
include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time
and compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660.1A (Preservation of the Nation's
Wetlands), emphasize protection of the functions and values provided by wetlands. These
directives require that new construction in wetlands be avoided as much as possible and that all
practicable measures were taken to minimize or mitigate impacts to wetlands.
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize wetland impacts, and to provide full compensatory mitigation of all
8
C
remaining wetland impacts. Avoidance measures were taken during the planning and
EA/FONSI phases, minimization measures were incorporated as part of the project design.
Avoidance: All wetland areas not directly affected by the project will be protected from
unnecessary encroachment.
1. No staging of construction equipment or storage of construction supplies will be
allowed in wetlands or near surface waters.
2. The Environmental Assessment (EA) estimated the proposed project would impact
approximately 2.7 acres of wetlands at seven sites. Five identified wetland sites
(Sites 1, 2, 4, 6 and 11, as identified in the EA) were avoided prior to completion of
the EA by alignment selection.
3. Wetland impacts were avoided by shifting the widening from one side of the existing
road to the other to the extent possible, considering historic properties and densely
populated areas.
4. Station 78+36, Site A-6: By bridging this site we reduced the stream impacts on the
entire project by 17 percent and the wetland impacts by 20 percent. The existing
crossing of Pokeberry Creek at this site is a bridge. In the original design (see the EA
and FONSI) the existing bridge was to be replaced with a three-barrel reinforced
concrete box culvert (RCBC). We have eliminated the proposed culvert and thus
avoided impacting 387 feet of stream and 0.26 acres of wetlands.
5. Extensive impacts to the Haw River floodplain were avoided by bridging the entire
floodplain instead of extending a causeway into the floodplain.
Minimization: Wetland impacts were minimized on all of R-0942 A, B, and CA during
the preliminary designs by aligning the road in a way that minimizes the amount of wetland
impacts for this project. In addition to directly avoiding wetlands and streams, NCDOT is
incorporating the following measures to minimize impacts to wetlands and surface waters:
Median Reduction: The proposed median width was reduced from 46 feet to 30 feet
from the south project limit to 0.2 mile south of SR 1532 (Manns Chapel Road). This
measure minimized wetland impacts by a total of 0.15 acres and jurisdictional stream
impacts by a total of 96 feet (wetland impacts reduced by 0.01 acres at Site A-4, 0.07
acres at Site A-6, 0.01 acres at Site B-1, 0.02 acres at Site B-5, and 0.04 acres at Site
B-6; stream impacts reduced by 16 feet at Sites A-1, A-4, A-6, and B-2 and 32 feet at
Site A-5).
2. Median Reduction: The proposed median width was reduced from 30 feet to 16 feet
from Manns Chapel Road to the northern project limit. This measure minimized
wetland impacts by a total of 0.17 acres and jurisdictional stream impacts by a total of
35 feet (wetland impacts reduced by 0.06 acre at Site B-3 and 0.11 at site CA-3;
stream impacts reduced by 21 feet at Site CA-1 and 14 feet at Site CA-2).
3. Station 38+65 to 39+52 (Site CA-1): The invert of this culvert will be buried one foot
below the stream bed to allow the development of natural substrate. We evaluated
9
replacing this culvert with a bridge. To bridge this site would require a bridge at least ,
60 m (197 feet) in length. This would eliminate access to parcel 49 and would
require the NCDOT to purchase the parcel. In addition, the topography at the site is
steep and the skew of a bridge would be excessive. Therefore, a bridge is not feasible
at this site. We also evaluated removal of riprap at three locations at this site.
• Riprap cannot be avoided at the upstream end of the culvert due to channel
relocation. The new channel will have a bank that is created by new fill material.
This material will need to be riprapped to prevent failure.
• In the outlet channel riprap is also required. The last 14 meters (46 feet) of riprap
is needed due to the new channel bank created by fill material in the old channel.
• The first 16 meters (52 feet) of riprap at the outlet is needed due to the angle of
attack that the culvert flow makes with the channel bank. Without riprap slope
failure and possible lateral migration further into the adjoining property is likely.
4. High Quality Waters sedimentation and erosion control specifications will be used
between SR 1532 (Manns Chapel Road) and SR 1919 (Smith Level Road) as well as
at the Haw River.
5. Best Management Practices (BMPs) will be used to control sedimentation and erosion
on the remainder of the project.
6. Ditching: It is the policy of the NCDOT to eliminate lateral ditching in wetlands as
much as possible thus preserving the hydrology of adjacent wetlands. No lateral
ditches are located in wetlands on Sections B and CA.
7. On Section A there is an 82-foot lateral ditch that drains a small wetland on Site A-4
(Sheet 8 of 13). Although the wetland on the south side of the road lies just outside
the project limits, the stream that exits the wetland will be impacted by the road fill.
We will be relocating this stream into a lateral ditch. We have designed the depth and
width of the ditch to be similar to the existing stream. However, it is possible that it
could drain the adjacent wetland, therefore, we are showing that small wetland as
being totally impacted (Sheet 8 of 13).
8. Slopes: In wetlands the side-slopes have been steepened to a 2:1 slope, which is the
maximum allowed by federal highway design standards.
Based on the above considerations, it is determined that there is no practicable alternative
to the proposed construction in jurisdictional Waters of the United States and that the proposed
action includes all practicable methods to avoid and/or minimize wetland and stream impacts
that may result from such use.
Compensation: The primary emphasis of the mitigation is to reestablish a condition
similar to that that existed if the project were not built. As previously stated, mitigation is
limited to reasonable expenditures and practicable considerations related to highway operation.
Mitigation is generally accomplished through a combination of methods designed to replace
wetland functions and values lost as a result of construction of the project. These methods
consist of creation of new wetlands from uplands, borrow pits, and other non-wetland areas;
restoration of wetlands; and enhancement of existing wetlands. All compensatory mitigation
10
must be in compliance with 23 CFR Part 777.9, "Mitigation of Impacts" that describes the
actions that should be followed to qualify for Federal-aid highway funding. This process is
known as the FHWA "Step Down" procedures:
1. Consideration must be given to mitigation within the right-of-way and should include the
enhancement of existing wetlands and the creation of new wetlands in the highway median,
borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of-way does not fully offset wetland losses, compensatory
mitigation may be conducted outside the right-of-way including enhancement, creation, and
preservation.
We propose to mitigate for the stream impacts at a ratio of 2:1 by using 2293 feet of stream
restoration from the Starmount Country Club Mitigation Site. Both the proposed project and the
Starmount Country Club Stream Mitigation Site are located in the Cape Fear River Basin in
hydrologic unit number 03030002. Construction of the mitigation site was completed in April
1999. We will mitigate for the remaining 613 feet at a ratio of 2:1 by purchasing 1226 feet of
stream mitigation from the North Carolina Wetland Restoration Program (WRP) for
$153,250.00.
REGULATORY APPROVALS
Application is hereby made for Department of the Army Section 404 Nationwide Permit
33 and General Bridge Permit 31 for the above-described activities. In addition, we are hereby
requesting 401 Water Quality Certification from the Division of Water Quality. We anticipate a
401 General Certification will apply to this project, and are providing one copy of these
documents to the North Carolina Department of Environment and Natural Resources, Division of
Water Quality, for their review.
If you have any questions or need additional information, please contact Alice Gordon at
919-733-1162
Sincerely,
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc:
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
11
00552
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):GP 31 and NW 33
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE
APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY
ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION
OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation; Planning & Environmental
2. MAILING ADDRESS:
3/25/96
Post Office Box 25201
SUBDIVISION NAME:
CITY: Raleigh
STATE: NC ZIP CODE: 27611
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
William D. Gilmore, P.E., Branch Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY:Orange and Wake NEAREST TOWN OR CITY:Pittsboro and Chapel Hill
1
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
US 15-501 from SR 1599 (Northwood School Road) in Chatham County to 0.2 kilometer (0.1 mile) north of
SR 1994 (Culbreth Road) in Orange County
6. IMPACTED OR NEAREST STREAM/RIVER: Haw River, Wilson Creek
Pokeberrv Creek, Cub Creek, Price Creek
RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),.
WATER SUPPLY (WS-I OR WS-II)? YES [x] NO [ ] IF YES, EXPLAIN: A High Quality Waters
(HOW) zone associated with Price Creek is located on the west side of US 15-501 as described in the
attached application HOW sedimentation and erosion control will be implemented in section of R-
942B Neither Water Supplies (WS -I or WS-II) nor Outstanding Resource Waters (ORW) occur within
1.6 km (1.0 mi) of the project area .
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[ x]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [x ] IF YES, PROVIDE ACTION I.D. NUMBER
OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF
401 CERTIFICATION): Section CB was let in January 1999 and the project
is currently under construction. We received Nationwide 14 and 26
permits in March 16, 1998 (AID # 199820460) and a Section 401 permit
February 25, 1998 (DWQ # 980139).Section CB is not located on the same
property as the sections addressed in this permit application.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [x ] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
1.06
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.91 Permanent EXCAVATION: 0
FLOODING: OTHER: 0.15 Mechanized Clearing
DRAINAGE:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):See
attached Application
LENGTH BEFORE: 1850 FT AFTER: 0 FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Highway construction
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): See attached plans and project description
13. PURPOSE OF PROPOSED WORK: Widen existing highway including
addition bridge.
TOTAL ACRES TO HE IMPACTED: 1.06
3
14. STATE REASONS WHY IT
CARRIED OUT IN WETLANDS.
WETLAND IMPACTS):
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [x] NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [x] NO [I
b. IF YES, HA;
CAROLINA DEPARTMENT
YES [x] NO
IF ANSWER TO 17b IS
STATE CLEARINGHOUSE
COMPLIANCE WITH THE
application
IS BELIEVED THAT THIS ACTIVITY MUST BE
(INCLUDE ANY MEASURES TAKEN TO MINIMIZE
3 THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
OF ADMINISTRATION STATE CLEARINGHOUSE?
[]
YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
NORTH CAROLINA ENVIRONMENTAL POLICY ACT. See Permit
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18,
21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Rural residential
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? NA
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY). CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
W-Z- 6 k4-ze-
OWNER'S/AGEN 'S SIGNATURE
s 12- Oz? /zi
ATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
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DIVISION OF HIGHWAYS
CHATHAM COUNTY
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PROPOSED
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NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
8.1520102 (R-942B)
US 15-501 FROM NORTH OF SR 1700 TO
NORTH OF.THE ORANGE COUN'T'Y L-WE
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SITE 4
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BEGIN
PROJECT

NC DEPARTMENT OF TRANSPORTATION
DrmioN OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
8.1320102 (R-942B)
US 13-301 FROM NORTH OF SR 1700 TO
NORTH OF TY E ORANGE COUNTY LANE
SHEET? OF IN JUNE, 1998
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NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
8.1520102 (R-942B)
US 15-501 FROM NORTH OF SR 1700 TO
NORTH OF' fM ORANGE COUNTY LINE
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PROPERTY OWNERS
John A. Oldham
494 Old Lystra Rd.
Chapel Hill, NC 27514
Sneeden Holding Co.
3100 Tower Blvd. Suite 800
Durham, NC 27707
Mable V. Cheek
Rt. 9 Box 338
Chapel Hill, NC 27514
Truby G. Proctor, Jr.
Drawer 9
Sanford, NC 27330
J. Herbert Holland
910 Airport Rd.
Chapel Hill, NC 27516
James B. Riggsbee
3308 Champaign
Charlotte, NC 28210
Fred D. Crisp, Jr.
6904 Tanbark Way
Raleigh, NC 27615
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CHATHAM I ORANGE COUNTIES
8.1520102 (R-9428)
I US 15-501 FROM NORTH OF SR 1700 TO
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890 !T ?,? ?j l
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO February 24, 2000
Regulatory Division
,r: ;.
j r ;,F&
wAAnol'i --...,? ,r
U
Action ID. 199402773, General Permit No. CESAW-C082-N-000-0031
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dear Sirs:
Mr. David Cox
North Carolina Wildlife
Resources Commission
1142 I-85 Service Road
Creedmoor, North Carolina 27522
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, NC 27699
The North Carolina Department of Transportation, Division of Highways (NCDOT), has
applied for a Department of the Army permit to construct the widening of existing US 15-501,
crossing of the Haw River and unnamed tributaries, between Pittsboro and Chapel Hill, in
Chatham and Orange Counties, North Carolina (T.I.P. No. R-0942). A copy of this application
with plans has been forwarded to you previously.
On January 1, 1998, we renewed general permit No. CESAW-CO82-N-000-0031, which
can provide Federal authorization, pursuant to both Section 10 of the Rivers and Harbors Act of
1899 and Section 404 of the Clean Water Act, to place fill material associated with the
construction, repair or replacement of bridges spanning navigable waters and waters of the
United States, including cofferdams, abutment, foundation seals, piers, temporary construction
and access fills, approach fills, detour fills and box culvert installation, in the State of North
Carolina, as a part of work conducted by or in full compliance with the standards and
specifications of the North Carolina Department of Transportation.
Pursuant to this general authorization, your comments and/or recommendations would be
appreciated within 30 days of the date of this letter.

Questions or comments may be addressed to Mr. Eric Alsmeyer of my Raleigh Field Office
regulatory staff, telephone [phone], extension 23.
Sincerely,

E. David Franklin
Chief, NCDOT Team
Copy Furnished:
Mr. William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
l
rs w AAg s?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C.
27611-5201
GOVERNOR
May 12, 2000
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinator
Dear Sir:
C?
DAVID MCCOY
SECRETARY
WETLANDS Pi l)I
WATER UALITY ?` C 0'44
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
541 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involve widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
On February 15, 2000 we submitted a permit application for this project. In that
application we identified that we would mitigate for our 1850 linear feet of jurisdictional stream
impacts as follows:
" Of the 1850 feet of stream impacts, NCDOT will offer mitigation for 1 451 feet; the total
of all stream impacts over 150 feet per site. We propose to mitigate for the stream impacts at a
ratio of 2:1 by using 2293 feet of stream restoration from the Starmount Country Club
Mitigation Site and using the North Carolina Wetland Restoration Program (WRP) for the
remaining 613 [should have been 609] feet of impacts by contributing $153,250.00 to the WRP. "
Recently you have stated that we would be required to mitigate for stream impacts for the
entire 1850 linear feet of jurisdictional stream, not just the 1451 feet as described above.
Therefore, we will provide mitigation for the additional 399 feet at a 2:1 ratio. We also will
provide all of the stream mitigation required by using the credits available from the Starmount
Country Club Mitigation Site. We will not be using the WRP for any of the impacts from this
project. Thus we propose to mitigate for the 1850 linear feet of jurisdictional stream impacts at a

ratio of 2:1 by using 3700 feet of stream restoration from the Starmount Country Club Mitigation
Site. As previously stated in the February 15, 200 permit application, both the proposed project
and the Starmount Country Club Stream Mitigation Site are located in the Cape Fear River Basin
in hydrologic unit number 03030002. Construction of the mitigation site was completed in April
1999. The mitigation ledger for the Starmount Forest Country Club Mitigation Site showing the
status of the debits from that site is presented in the following table.
Starmount Forest CC Mit. Plan Ratios TIP DEBIT TIP DEBIT TIP DEBIT TIP DEBIT
Guilford
Cape Fear (P)
Stream Restoration Feet at Start Feet Remaining 1-2201 E 1-2402 C R-2217 R-942
(linear feet 7821 793 1:01 825 2293 210 3700
TOTAL 793

If you have any questions or need additional information, please contact Alice Gordon at
919-733-1162
Sincerely,
Q "'D i? SC?
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc:
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
2 /
WATF Michael F. Easley, Governor
O R William G. Ross Jr., Secretary
?G North Carolina Department of Environment and Natural Resources
co 7 Gregory J. Thorpe, Ph.D.
Acting Director
O .? Division of Water Quality
February 2$ 2002
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Bill Gilmore, P.E., Manager
Planning and Environmental Branch
NCDOT
P.O. Box 25201
Raleigh, NC 27611
Re: Permit Application for proposed widening and of US 15-501 from SR 1599 (Northwood School Road) in
Chatham County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange County
Orange County
DWQ 000226
Dear Mr. Mills:
On September 25, 2001 the Division of Water Quality wrote to you concerning your plans to impact .04 acres of
wetlands and/118 linear feet of streams regarding the proposed development in Orange County. This letter informed you
that the project was incomplete and was being placed on hold until the additional information outlined in the letter was
supplied. To date, we have not received this additional information. Unless we hear from you in writing within 3 weeks of
the receipt of this letter, we will consider that you no longer want to pursue this project and we will retire the file and
consider the application as withdrawn. Please be aware that reapplication for this project will require a Certification fee
and new applications.
Please call Mr. Mike Horan of my staff at 919-733-3574 if you would like to discuss this matter.
Lw?i
i Dorney
1 Unit Supe so
Cc: File copy
Central files
Raleigh DWQ Regional Office
Raleigh Regulatory Field Office US Army Corps of Engineers
i'
N
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
.0 -1 -pa
V24
James B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary Kerr T. Stevens, Director
March 3, 2000
Mr. Bill Gilmore, P.E., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
P.O. Box 25201
Raleigh, North Carolina, 27611
Dear Mr. Gilmore:
Re: Permit Application for the widening of US 15-501 from SR 1599 (Northwood School Road) in
Chatham County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange County,
State Project No. 8.1520102, Federal Aid No. F-59-1(25), TIP R-0942.
The Division of Water Quality has reviewed your submittal for a 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:
• Seven copies of the permit application were not in the submittal package,
• On October 6, 1999, the N.C. Division of Water Quality received your application for a 401 Water
Quality Certification for the aforementioned project. The Division will begin to review the project for
eventual decision. However, please be aware that beginning January 1, 1999 that the N.C. General
Assembly passed legislation requiring payment of a fee of $475.00 for this project. The 401
Certification cannot be issued until this fee is paid.
Therefore, pursuant to 15A NCAC 2h .0507(a), we will have to place the permit application on hold until
we are supplied the necessary information. Furthermore, until the information is received by the NC
Division of Water Quality, we request (by copy of this letter) that the US Army Corps of Engineers place
the permit application on hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any
questions or require additional information, please contact John Hennessy at 919-733-5694.
Sincerely,
r
L `-
J& R. Dorney
Water Quality Certification Program
cc: Steve Mitchell, DWQ Regional Office
Eric Alsmeyer, USACE
Central Files
C:\ncdot\R-0942\correspondence\000226hId.doc
Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirrnative Action Fmnlovrr W',,' rec yclr i/IW/, nna concnmer paper
1
ww
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAw.s B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. DAVID MCCOY
27611-5201
GOVERNOR SECRETARY
February 15, 2000
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120 _n
Raleigh, North Carolina 27615
r___ CJ N ; v'l)
ATTN.: Mr. Eric C. Alsmeyer ?f
NCDOT Coordinator
Dear Sir: ?
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chiiham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involve widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
The project is divided into four sections: A, B, CA and CB. Section CB has already been
permitted and is currently under construction (Action ID Number 199820460, WQ # 980139).
This permit application is for sections A, B, and CA as depicted on the attached drawings. There
are a total of 18 jurisdictional sites on the subject project. Section A has eight sites labeled 1
through 7 (including Sites 2a and 3a) on Sheets 1 to 13 of 13, Section B has six jurisdictional
sites labeled 1 through 6 on Sheets I to 11 of 11, and Section CA has three labeled 1 to 3 on
Sheets 1 to 8 of 8. The impacts of this project qualify for permitting by way of a series of
General Permit 31 permits. Section A also includes the construction of a 319-meter (1046-foot)
bridge over the Haw River, which will qualify for permitting under a Nationwide Permit 33.
Summaof project impacts: impacts: the construction of R-0942 will result in a total of 1.06
acres of impact in wetlands that is comprised of 0.91 acres of permanent fill and 0.15 acres of
mechanized clearing impacts. In addition, there will be 2.42 acres of temporary fill in surface
waters from the causeways that will provide access for construction equipment at the 1046-foot
bridge over the Haw River. Approximately 1850 linear feet of jurisdictional streams, all of
which are perennial, will be impacted. Please note that in this application we rounded off linear

!?;
measurements for stream lengths to the nearest whole number in the text. Table 2 presents the
detailed lengths to two decimal points.
Summary of Mitigation: A detailed description of the avoidance and minimization
measures is described later in this application. Six of the seven wetland sites are less than 0.33
acres in size. Site A-6 is 0.45 acres in size. No wetland mitigation is proposed. Of the 1850 feet
of stream impacts, NCDOT will offer mitigation for 1451 feet; the total of all stream impacts
over 150 feet per site. We propose to mitigate for the stream impacts at a ratio of 2:1 by using
2293 feet of stream restoration from the Starmount Country Club Mitigation Site and using the
North Carolina Wetland Restoration Program (WRP) for the remaining 613 feet of impacts by
contributing $153,250.00 to the WRP.
NEPA DOCUMENT STATUS
An Envirofental Assessment (EA) was submitted by the North Carolina Department of
Transportation in aetnpliance with the National Environmental Policy Act. The EA was
approved April 30, 1996. A Finding of No Significant Impact (FONSI) was approved on March
26, 1997. The docoinents describe the need for transportation improvements to US 15-501 and
describe its functiA'as a major thoroughfare in the Chatham and Orange County areas. In
addition, existing and projected conditions in the study area were described including natural
systems and wetlands. Alignments were evaluated with respect to costs, social and economic
impacts, and environmental consequences. Both the EA and FONSI addressed the need for
transportation improvements to US 15-501 to accommodate projected automobile traffic
volumes, heavy vehicles and bicycles. Copies of the EA and FONSI have been provided to
regulatory review agencies involved in the approval process. Additional copies will be provided
upon request.
PROJECT LET SCHEDULE
For construction purposes, the widening of US 15-501 has been broken down into
sections. Table 1 reflects the project breakdown, section limits, and project let dates. The let
date for Section CB was January 1999 and the project is currently under construction. We
received Nationwide 14 and 26 permits in March 16, 1998 (AID # 199820460) and a Section 401
permit February 25, 1998 (DWQ # 980139).
ToalP t rnnetn,rtinn limits and schedule
Section Project Limits Let Date
A US 15-501 from SR 1599 to SR 1700 Jul 2000
B US 15-501 from SR 1700 to Orange Count line October 2000
CA US 15-501 from Orange County line just north of SR
1994 September 2000
CB Just north of SR 1994 to US 15-501 bypass January 1999
JURISDICTIONAL STATUS
Construction of the proposed project will necessitate impacts to jurisdictional Waters of
the United States. Surface waters will be affected by the extension of culverts and pipes at
stream crossings, stream relocation, and temporary fill used in the construction of a bridge over
2
the Haw River. Wetland delineations were conducted using the field delineation method
outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental
Laboratory, 1987). Jurisdictional streams were identified according to guidelines set forth in
Field Location of Streams, Ditches, and Ponding (NCDENR, 1997). NCDOT biologists Dale
Suiter and Matt Smith delineated wetlands and streams on Section A on April 1, 1997. Bruce
Ellis delineated wetlands and streams on section B on March 17, 1997 and Section CA on
November 4, 1997. A field verification was completed on June 10, 1997.
PERMANENT IMPACTS: There are 18 jurisdictional sites on R-0942 as listed in Table
2. The attached permit application package consists of drawings depicting wetland and surface
water impacts for wetlands with more than 0.33 acres of impact and streams with more than 150
linear feet of impact. The Environmental Assessment estimated the proposed project would
impact approximately 2.7 acres of jurisdictional wetlands at seven sites (page 61 of the EA).
Since the completion of the EA, NCDOT has made several changes to the final design to avoid
and minimize impacts to wetlands, which decreased wetland impacts by 61 percent. The
construction of R-0942 will result in a total of 1.06 acres of impact in wetlands that is comprised
of 0.91 acres of permanent fill and 0.15 acres of mechanized clearing impacts. There will be
1850 linear feet of impact to jurisdictional surface waters associated with the extension of
reinforced concrete box culverts and the realignment of stream channels. Of the 1850 feet of
stream impacts, NCDOT will offer mitigation for 1451 feet; the total of all stream impacts over
150 feet per site.
T A M1 1C7 rnAn erTC TO WATERS OF THE UNITED STATES

SITE 1 r11JLL l..
STATION
Permit
Wetland
Fill (ac) - - -
Clearing
*
Streams
(ft)
Temp.
Stream
DWQ Index Number
A- 1 14+41 GP 31 0 0 56.17 0 UT
A- 2 17+15 GP 31 0 0 0** 0 UT
A-2a 20+50 GP 31 0 0 84 0 UT to Haw River
A-3 37+54 to 40+43 NW 33 0 0 0 2.42 ac 16-(36.3)
A-3a 43+20 GP 31 0 0 187 0 UT to Haw River
A-4
A-5 50+57
73+61 GP 31
GP 31 0.16
0.01 0
0.10 185
357 0
0 UT to Haw River
UT to Pokeberry Ck
A-6 78+36 GP 31 0.29 0 0 0 16-37
B-1
B-2 119+75
142+75 GP 31
GP 31 0.06
0 0.01
0 0
210 0
0 wetland
16-4-2-10(0.5) Cub Ck
B-3
B-4 167+80 to 168+40
3+59 to 3+99 Y35 GP 31
GP 31 0.07
0 0.04
0 0
147.5 0
0 wetland
UT to Price Creek
B-5 113+76 to 114+45 GP 31 0.18 0.002 0 0 wetland
B-6
B-7 123+70 to 124+30
131+85 GP 31
GP 31 0.11
0 0
0 0
154 0
0 wetland
UT to Pokeberry Ck
CA-1
CA-2 38+65 Rt to 39+52 Lt
40+78 Lt +R1 GP 31
GP 31 0
0 0
0 361
108 0
0 16-41-2-6
UT to Wilson Ck
CA-3 41+56 to 42+42 Lt GP 31 0.03 0 0 0 Wetland
Totals 0.91 0.152 1849.67 2.42 ac
* Mechanized Clearing
** 0.02 acre pond
3
TEMPORARY IMPACTS: Construction of the proposed temporary rock causeway at
Station 37+54 to 40+43 (Site A-3) is also depicted in the attached drawings. The causeway will
facilitate the construction of the drilled shafts and placement of the prestressed concrete girders.
Temporary service roads will be constructed as depicted on the drawings for Section A (Sheets 5,
6, 7 and 7a of 13).
Restoration Plan: The temporary fill will consist of Class II riprap. No permanent fill
will result from the subject activity. Reference elevations are available for the area of
proposed construction of the temporary causeways. Following construction of the
causeway, the construction of the interior bents and erection of prestressed concrete
girders will be completed. After those items are completed all material used in the
construction of the temporary causeways will be removed. The temporary fill area
will subsequently be restored to its original contour and rough surface texture. The
temporary service roads are not located in jurisdictional areas, however, they are
located in the riparian area on the edge of the river. These haul roads will also be
restored to their preconstruction contours and will be planted with species that will
enhance the stability of the slopes. The temporary impact area associated with the
causeway is expected to recover naturally, since the natural streambed and plant
material will not removed. The NCDOT does not propose any additional planting in
this area. The fill will be placed and removed with earth moving equipment.
2. Schedule: An in-stream moratorium was established to protect the endangered Cape
Fear shiner. Thus, no in-stream construction will be allowed during the spawning
period for the Cape Fear shiner between May I and June 30.
The project schedule calls for a production letting of July 18, 2000 with a
date of availability of August 31, 2000. It is expected that the contractor will choose
to start construction of the causeway for the bridges at that time. The causeways will
be placed in the river in stages as needed by the contractor and each stage will be
removed when that stage is no longer needed. The time from placing the first stage of
the causeway for the first bridge until removal of the last stage for the second bridge
is about two years. The environmental commitments developed as part of the Section
7 consultation required that the normal water flow in the Haw River be maintained by
the use of porous rock and/or appropriate piping for the causeway. In addition, we
will incorporate the following into the contract documents:
• In order to minimize the amount of time the causeways are left in place, the contractor
shall begin construction activities immediately after construction of each causeway.
• The causeways shall remain in place only as required to complete the necessary
construction activities. Each causeway stage shall be completely removed as a unit when
the Engineer no longer deems its use necessary.
• Stages II [North Bound Lane (NBL)l and IV (SBL) causeway construction shall not
begin until at least 50 percent of the drilled shafts for Bents 1 through Bent 4 have been
completed.
• Stages I (NBL) and III causeways shall be removed after construction is completed on the
north and south bound lane bridges respectively, excluding the construction of the barrier
rails.
4
Tnhle 3 Causeway Impact on River Width
CAUSEWAY
STATUS WIDTH OF RIVER
LEFT OPEN (%
East Causeway Only 62
West Causeway Only 55
Both Causeways 16.5
Removal and Disposal Plan: The contractor will be required to submit a reclamation
plan for the removal of and disposal of all materials off-site at an upland location.
The contractor will use excavating equipment to remove the riprap used for the
temporary causeways. Heavy-duty trucks, dozers, cranes and various other pieces of
mechanical equipment necessary for construction of roadways and bridges will be
used on site. All material placed in the river (sheet pilings and riprap) will be
removed from the river at that time. The contractor will have the option of reusing
any of the riprap that the engineer deems suitable in the construction of the causeway
for the bridge. After the temporary causeways are no longer needed, all temporary
causeway material will become the property of the contractor.
DESCRIPTION OF JURISDICTIONAL SITES:
• Site A-1 located at station 14+41 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-2 located at station 17+15 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-2a located at station 20+50 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-3 located at station 37+54 to 40+43 is on the Haw River (DWQ Index No. 16-(36.3))
and adjacent floodplain. The entire site will be bridged. There will be no impacts to
wetlands. The floodplain and stream will be impacted by the construction of the temporary
construction causeways as described elsewhere in this application.
• Site A-3a located at station 43+20 is a perennial stream that is an unnamed tributary to the
Haw River.
• Site A-4 located at station 50+57 contains wetlands that have DWQ ratings of 53. The
wetland, located adjacent to US 15-501 on both sides of the road, is characterized by low
elevation seeps located on slopes above a perennial stream that is tributary to the Haw River.
Although the wetland on the south side of the road lies just outside the project limits the
stream that exits the wetland will be impacted by the road fill. We will be relocating this
stream into a lateral ditch. We have designed the depth and width of the ditch to be similar to
the existing stream. However, it is possible that it could drain the adjacent wetland,
therefore, we are showing that small wetland as being totally impacted (Sheet 8 of 13). The
site is a bottomland hardwood forest characterized by loblolly pine (Pinus taeda), eastern
sycamore (Platanus occidentalis), and sweetgum (Liquidambar styraciflua).
• Site A-5 located at station 73+61 contains wetlands that have DWQ ratings of 57. These
wetlands are located on the west side of US 15/501 on opposite sides of a perennial stream
that is tributary to Pokeberry Creek. These forested wetlands are intermittently flooded and
contain a variety of wetland herbaceous species. The northernmost wetland lies out of the
proposed right-of-way and will not be impacted by the proposed project. The site is a
5
bottomland hardwood forest characterized by sweetgum, red maple (Acer rubrum), and box
elder (Acer negundo).
• Site A-6 located at station 78+36 contains wetlands that have DWQ ratings of 60. Pokeberry
Creek (DWQ Index No. 16-37) is a perennial stream within the project area and will be
completely bridged. It has been created by beavers near US 15/501, resulting in
jurisdictional wetlands on both sides of the existing road. One beaver dam currently exists
directly under the US 15/501 bridge. The site is a bottomland hardwood forest characterized
by sycamore, red maple, and river birch (Betula nigra) that remains inundated throughout the
year due to the beaver dams.
• Site B-1 located at station 119+75 contains wetlands that have DWQ ratings of 35. Red
maple, sweetgum, and Japanese honeysuckle (Lonicera japonica) dominate this
swale/headwater forest wetland. It is intermittently flooded and contains low chroma (2.5YR
5/2) sandy silt soil with many distinct mottles (IOYR 5/0).
• Site B-2 located at station 142+75 is a perennial stream, Cub Creek [DWQ Index No. 16-4-2-
10(0.5)].
• Site B-3 is a wetland located at station 167+80 to 168+40 with a DWQ ratings of 40. Red
maple and sweetgum, with elderberry (Sambucus canadensis) in the shrub layer and Japanese
honeysuckle, a dominant herb dominate this headwater forest wetland. It is intermittently
flooded and contains low chroma soils (IOYR 5/2) with abundant, distinct mottles (IOYR
5/6).
• Site B-4 located at station 3+59 to 3+99 Y35 is a perennial stream that is an unnamed
tributary of Price Creek.
• Site B-5 located at station 113+76 to 114+45 is a wetland with a DWQ rating of 75. This
seep wetland is characterized by lizard tail (Saururus cernuus), cinnamon fern (Osmunda
cinnamomea), and false nettle (Boehmeria cylindrica). We were not able to avoid impacting
this site. This portion of the road between SR 1520 (Andrew Store Road) and SR 1717 (Jack
Bennett Road) is on new location. The proposed location will improve a reverse horizontal
curve and avoid impacting a property eligible for the National Register of Historic Places
(the Evander Riggsbee House). Shifting the proposed alignment to the east would impact a
similar amount of wetland east of this site, while shifting to the west would impact the
Evander Riggsbee House.
• Site B-6 located at station 123+70 to 124+30 is a wetland with a DWQ rating of 35. The
vegetation is a scrub/shrub wetland dominated by buttonbush (Cephalanthus occidentalis),
poison ivy (Toxicodendron radicans), and greenbrier (Smilax sp.). It contains low chroma
soils: IOYR 2/1 at 0 to 1-inch depth, and IOYR 5/1 at 1 to 12 inch depths.
• Site B-7 located at station 131+85 is a perennial stream that is an unnamed tributary of
Pokeberry Creek.
• Site CA-1 located at station 38+65 Rt to 39+52 Lt is a perennial stream. This stream is
Wilson Creek (DWQ Index No. 16-41-2-6).
• Site CA-2 located at station 40+78 Lt +Rt is a perennial stream that is a tributary to Wilson
Creek.
• Site CA-3 located at station 41+56 to 42+42 Lt is a wetland with a DWQ rating 37. This
wetland dominated by red maple, American elm, and spotted touch-me-not is in a swale that
lies parallel to US 15-501 and is associated with the floodplain of Wilson Creek. The
wetland contains low chroma clayey-silty soils (IOYR 5/2) with common, distinct mottles
(IOYR 4/6).
6
THREATENED AND ENDANGERED SPECIES
Four federally protected species are listed for Chatham County and five federally
protected species are listed for Orange County (Table 3).
m_1_ A L'...7......11.. D-+.,+nrl CrnnrtPc fnr Orange.. and Chatham Counties
1 idUle It. 1 16; 6,1" 1 , W.--
SCIENTIFIC NAME
COMMON NAME
COUNTY
STATUS
Alasmidonta heterodon dwarf wedge mussel Orange E
Haliaeetus leucoce halos bald eagle Chatham T
Notro is mekistocholas Cape Fear shiner Chatham E
Picoides borealis red-cockaded woodpecker Chatham, Orange E
Echinacea laevi ata smooth coneflower Orange E*
Isotria medeoloides small whorled o onia Orange T
Ptihmnium nodosum ha erella Chatham E
Rhus michauxii MichauxIs sumac Orange E*
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of its range).
"T" denotes Threatened (a species that is likely to become an endangered species within the foreseeable future
throughout all or a significant portion of its range)
"*" denotes no specimen reported from Orange County found in the past twenty years
Biological Conclusions of No Effect for the above-mentioned species, except the Cape
Fear Shiner, were resolved in several documents include the Environmental Assessment, ROW
Consultations and Construction Consultations. A letter dated March 6, 1996 the U. S. Fish and
Wildlife Service (Service) concurred with a finding of "Not Likely to Adversely Affect" for the
Cape Fear Shiner. In a letter dated July 18, 1996 the Service concurred with Section 7 for all
species except the small-whorled pogonia. On June 13, 1996 a plant-by-plant survey was
conducted by an NCDOT biologist to determine if the small-whorled pogonia is located near the
portion of the project in Orange County. No populations were found and'a determination of "No
Effect" was made. Copies of the July 18, 1996 letter and documentation of the "No Effect "
status for the small-whorled pogonia are in the FONSI. A copy of the March 6, 1996 letter is
located in the EA.
The Cape Fear Shiner is known from the Haw River downstream of the project crossing.
Project related sedimentation and disturbance are the major concerns with project construction.
A Section 7 meeting was held on April 28, 1995. NCDOT agreed to several environmental
commitments to minimize impacts to the Cape Fear Shiner. If these commitments are strictly
adhered to, it can be concluded that this project is Not Likely to Adversely Affect the Cape Fear
Shiner. Commitments agreed upon during informal Section 7 consultation with the Service to
reduce potential for adverse impacts to the Cape Fear shiner shall be strictly adhered to. These
commitments are:
(1) No in-stream construction will be allowed during the spawning period for
the Cape Fear Shiner between May 1 and June 30.
(2) High Quality Waters Sedimentation and Erosion Control guidelines will
be adhered to at the Haw River throughout construction.
(3) The Resident Engineer will contact the U. S. Fish and Wildlife Service, the N. C. Wildlife
Resources Commission, and the Environmental Unit of the NCDOT at least 30 days prior to the
start of construction. Telephone contact is acceptable. For this project, the people that should be
notified include Ms. Candace Martino of the U. S. Fish and Wildlife Service (919-8564520), Mr.
David Cox of N. C. Wildlife Resources Commission (919-528-9886), Mr. John Alderman of N. C.
7
Wildlife Resources Commission (919-542-5331), and Mr. Tim Savidge of NCDOT - Project
Development & Environmental Analysis Branch (919-733-3141).
(4) Construction of the new structures at the Haw River will require a temporary rock causeway. The
causeway will be used for construction equipment access to the structure area. The causeway
must be constructed before the spawning season for the Cape Fear shiner. It can remain in place
during the spawning season without any adverse effects to the shiner.
(5) Normal water flow in the Haw River will be maintained by the use of porous rock and/or
appropriate piping for the causeway.
(6) Roadway stormwater runoff will be directed over land to allow sufficient
filtration of contaminants contained in the runoff.
(7) Debris resulting from bridge deck removal will not be allowed to go into
the river.
(8) Turbidity curtains will be placed around piers during in-stream
construction activity following pier removal.
(9) If removing piers from the top is impossible, they will be moved to the
causeway and hauled away.
(10) It appears that the bridge substructure cannot be retained, and blasting will be necessary to remove
it. Any blasting done in association with removing the existing bridge will be performed such that
release of concrete debris and the shock associated with blasting is minimized. Two rings will be
placed around each bridge pier to be removed. A small cylinder will be drilled into the top of each
pier and the minimum amount of explosives necessary to crack the pier will be detonated
(approximately l stick of dynamite). No fly rock or sedimentation is anticipated with this
cracking procedure. Rock clips will be used to remove the cracked pieces of the bridge pier. The
rings will contain debris during pier removal.
CULTURAL RESOURCES
Archaeology: Archaeological resource survey work was conducted in 1994. No sites were
assessed as potentially eligible for listing in the National Register of Historic Places. In a letter
dated November 14, 1994, the State Historic Preservation Office (SHPO) concurred with this
recommendation and a copy is located in the EA.
Historic: The FHWA, NCDOT and the SHPO agree that two historic properties, the William
Brooks Cheek House and the Evander Riggsbee House, are eligible for listing in the National
Register of Historic Places. Letters dated May 15, 1995 and May 30, 1995 documenting the
SHPO concurrence are located in the EA.
MITIGATION OPTIONS
The COE has adopted through the Council on Environmental Quality (CEQ), a wetland
mitigation policy which embraces the concept of "no net loss of wetlands" and sequencing. The
purpose of this policy is to restore and maintain the chemical, biological and physical integrity of
Waters of he United States. Mitigation of wetland impacts has been defined by the CEQ to
include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts over time
and compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660.1 A (Preservation of the Nation's
Wetlands), emphasize protection of the functions and values provided by wetlands. These
directives require that new construction in wetlands be avoided as much as possible and that all
practicable measures were taken to minimize or mitigate impacts to wetlands.
The NCDOT is committed to incorporating all reasonable and practicable design features
to avoid and minimize wetland impacts, and to provide full compensatory mitigation of all
8
remaining wetland impacts. Avoidance measures were taken during the planning and
EA/FONSI phases; minimization measures were incorporated as part of the project design.
Avoidance: All wetland areas not directly affected by the project will be protected from
unnecessary encroachment.
1. No staging of construction equipment or storage of construction supplies will be
allowed in wetlands or near surface waters.
2. The Environmental Assessment (EA) estimated the proposed project would impact
approximately 2.7 acres of wetlands at seven sites. Five identified wetland sites
(Sites 1, 2, 4, 6 and 11, as identified in the EA) were avoided prior to completion of
the EA by alignment selection.
3. Wetland impacts were avoided by shifting the widening from one side of the existing
road to the other to the extent possible, considering historic properties and densely
populated areas.
4. Station 78+36, Site A-6: By bridging this site we reduced the stream impacts on the
entire project by 17 percent and the wetland impacts by 20 percent. The existing
crossing of Pokeberry Creek at this site is a bridge. In the original design (see the EA
and FONSI) the existing bridge was to be replaced with a three-barrel reinforced
concrete box culvert (RCBC). We have eliminated the proposed culvert and thus
avoided impacting 387 feet of stream and 0.26 acres of wetlands.
5. Extensive impacts to the Haw River floodplain were avoided by bridging the entire
floodplain instead of extending a causeway into the floodplain.
Minimization: Wetland impacts were minimized on all of R-0942 A, B, and CA during
the preliminary designs by aligning the road in a way that minimizes the amount of wetland
impacts for this project. In addition to directly avoiding wetlands and streams, NCDOT is
incorporating the following measures to minimize impacts to wetlands and surface waters:
Median Reduction: The proposed median width was reduced from 46 feet to 30 feet
from the south project limit to 0.2 mile south of SR 1532 (Manns Chapel Road). This
measure minimized wetland impacts by a total of 0.15 acres and jurisdictional stream
impacts by a total of 96 feet (wetland impacts reduced by 0.01 acres at Site A-4, 0.07
acres at Site A-6, 0.01 acres at Site B-1, 0.02 acres at Site B-5, and 0.04 acres at Site
B-6; stream impacts reduced by 16 feet at Sites A-l, A-4, A-6, and B-2 and 32 feet at
Site A-5).
2. Median Reduction: The proposed median width was reduced from 30 feet to 16 feet
from Manns Chapel Road to the northern project limit. This measure minimized
wetland impacts by a total of 0.17 acres and jurisdictional stream impacts by a total of
35 feet (wetland impacts reduced by 0.06 acre at Site B-3 and 0.11 at site CA-3;
stream impacts reduced by 21 feet at Site CA-1 and 14 feet at Site CA-2).
3. Station 38+65 to 39+52 (Site CA-1): The invert of this culvert will be buried one foot
below the stream bed to allow the development of natural substrate. We evaluated
9
replacing this culvert with a bridge. To bridge this site would require a bridge at least
60 in (197 feet) in length. This would eliminate access to parcel 49 and would
require the NCDOT to purchase the parcel. In addition, the topography at the site is
steep and the skew of a bridge would be excessive. Therefore, a bridge is not feasible
at this site. We also evaluated removal of riprap at three locations at this site.
• Riprap cannot be avoided at the upstream end of the culvert due to channel
relocation. The new channel will have a bank that is created by new fill material.
This material will need to be riprapped to prevent failure.
• In the outlet channel riprap is also required. The last 14 meters (46 feet) of riprap
is needed due to the new channel bank created by fill material in the old channel.
• The first 16 meters (52 feet) of riprap at the outlet is needed due to the angle of
attack that the culvert flow makes with the channel bank. Without riprap slope
failure and possible lateral migration further into the adjoining property is likely.
4. High Quality Waters sedimentation and erosion control specifications will be used
between SR 1532 (Manns Chapel Road) and SR 1919 (Smith Level Road) as well as
at the Haw River.
5. Best Management Practices (BMPs) will be used to control sedimentation and erosion
on the remainder of the project.
6. Ditchinst: It is the policy of the NCDOT to eliminate lateral ditching in wetlands as
much as possible thus preserving the hydrology of adjacent wetlands. No lateral
ditches are located in wetlands on Sections B and CA.
7. On Section A there is an 82-foot lateral ditch that drains a small wetland on Site A-4
(Sheet 8 of 13). Although the wetland on the south side of the road lies just outside
the project limits, the stream that exits the wetland will be impacted by the road fill.
We will be relocating this stream into a lateral ditch. We have designed the depth and
width of the ditch to be similar to the existing stream. However, it is possible that it
could drain the adjacent wetland, therefore, we are showing that small wetland as
being totally impacted (Sheet 8 of 13).
8. Slopes: In wetlands the side-slopes have been steepened to a 2:1 slope, which is the
maximum allowed by federal highway design standards.
Based on the above considerations, it is determined that there is no practicable alternative
to the proposed construction in jurisdictional Waters of the United States and that the proposed
action includes all practicable methods to avoid and/or minimize wetland and stream impacts
that may result from such use.
Compensation: The primary emphasis of the mitigation is to reestablish a condition
similar to that that existed if the project were not built. As previously stated, mitigation is
limited to reasonable expenditures and practicable considerations related to highway operation.
Mitigation is generally accomplished through a combination of methods designed to replace
wetland functions and values lost as a result of construction of the project. These methods
consist of creation of new wetlands from uplands, borrow pits, and other non-wetland areas;
restoration of wetlands; and enhancement of existing wetlands. All compensatory mitigation
10
must be in compliance with 23 CFR Part 777.9, "Mitigation of Impacts" that describes the
actions that should be followed to qualify for Federal-aid highway funding. This process is
known as the FHWA "Step Down" procedures:
l . Consideration must be given to mitigation within the right-of-way and should include the
enhancement of existing wetlands and the creation of new wetlands in the highway median,
borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of-way does not fully;set wetland losses, compensatory
mitigation may be conducted outside the right-of-way,,}t cluding enhancement, creation, and
preservation.
We propose to mitigate for the stream impacts at a ratio of 2:1 by using 2293 feet of stream
restoration from the Starmount Country Club Mitigation Site. 'Both the proposed project and the
Starmount Country Club Stream Mitigation Site are located in the Cape Fear River Basin in
hydrologic unit number 03030002. Construction of the mitigation site was completed in April
1999. We will mitigate for the remaining 613 feet at a ratio of 2:1 by purchasing 1226 feet of
stream mitigation from the North Carolina Wetland Restoration Program (WRP) for
$153,250.00.
REGULATORY APPROVALS
Application is hereby made for Department of the Army Section 404 Nationwide Permit
33 and General Bridge Permit 31 for the above-described activities. In addition, we are hereby
requesting 401 Water Quality Certification from the Division of Water Quality. We anticipate a
401 General Certification will apply to this project, and are providing one copy of these
documents to the North Carolina Department of Environment and Natural Resources, Division of
Water Quality, for their review.
If you have any questions or need additional information, please contact Alice Gordon at
919-733-1162
Sincerely,
?- ?. 4L
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc:
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
11
3/25/96
?.1
DEM ID:
NATIONWIDE PERMIT REQUESTP7 (PR V,34
PRE-CONSTRL #-?O% is
FOR NATIONWIDE PERM4:T
ION ID:
NATIONWIDE PERMIT #):GP 31 and NW 33
FICATION APPLICATION
1) NOTIFICATION T% THE COR"-50F ENGINEERS
2) APPLICATION FOR SECTION-401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE
APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY
ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION
OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: N.C. Dept of Transportation; Planning & Environmental
2. MAILING ADDRESS:
Post Office Box 25201
CITY: Raleigh
SUBDIVISION NAME:
STATE: NC ZIP CODE:
27611
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
William D Gilmore, P.E., Branch Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY:Orange and Wake NEAREST TOWN OR CITY:Pittsboro and Chapel Hill
1
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
US 15-501 from SR 1599 (Northwood School Road) in Chatham County to 0.2 kilometer (0.1 mile) north of
SR 1994 (Culbreth Road) in Orange County
6. IMPACTED OR NEAREST STREAM/RIVER: Haw River, Wilson Creek
Pokeberry Creek, Cub Creek, Price Creek
RIVER BASIN: Cape Fear
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [x] NO [ ] IF YES, EXPLAIN: A High Quality Waters
(HOW) zone associated with Price Creek is located on the west side of US 15-501 as described in the
attached application HOW sedimentation and erosion control will be implemented in section of R-
942B Neither Water Supplies (WS -I or WS-II) nor Outstanding Resource Waters (ORW) occur within
1.6 km 1.0 mil of the project area .
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[ x]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [x ] IF YES, PROVIDE ACTION I.D. NUMBER
OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF
401 CERTIFICATION): Section CB was let in'January 1999 and the project
is currently under construction. We received Nationwide 14 and 26
permits in March 16, 1998 (AID # 199820460) and a Section 401 permit
February 25, 1998 (DWQ # 980139).Section CB is not located on the same
property as the sections addressed in this permit application.
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [x ] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
1.06
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.91 Permanent EXCAVATION: 0
FLOODING: OTHER: 0.15 Mechanized Clearing
DRAINAGE: TOTAL ACRES TO BE IMPACTED: 1.06
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):See
attached Application
LENGTH BEFORE: 1850 FT AFTER: 0 FT
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: x
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Highway construction
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): See attached plans and project description
13. PURPOSE OF PROPOSED WORK: Widen existing highway including
addition bridge.
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE
WETLAND IMPACTS):
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [x] NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [x] NO []
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [x] NO
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. See Permit
application
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18,
21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE
PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS
50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Rural residential
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? NA
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY)- CERTIFICATION, AND
3) (IN TIE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGEN 'S SIGNATURE
/15- 12- OOS
ATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
VICINITY MAP
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14
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
CHATHAM COUNTY
1500m 0 3000m PROJECT R-942A
PROPOSED
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VICINITY MAP
10 20 30 40
Scale of Kilometers
'a
NC DEPARTMENT OF TRANSPORTATION
DMSION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
8.1520102 (R•942B)
US 15-501 FROM NORTH OF SR 1700 TO
30 NORTH OF.THE ORANGE COUNTY LINE
SHIFt I OF ) I JUNE. 1"8
48
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Scale of Miles
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END
PROJECT
SITE 4
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SITE 3
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SITE 6
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SITE I
- Y24 - -Y25-
SITE 5
- Y22-
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BEGIN
PROJECT
NC DEPARTMENT OF TRANSPORTATION
DTMION OF HIGHWAYS
CHATHAM I ORANGE COUNTIES
8.1520102 (R-942B)
US 15-501 FROM NORTH OF SR 1700 TO
NORTH OF THE ORANGE COUNTY LINE
SHEET 1 OF IN JUNE, 1998
-Y33-

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SPECIAL DITCH
FOR GRADE & PROFILE .
SEE SHEET NO. 34.
CLASS 'B' RIP RAP
EST. 24.2 TONS
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FILTER FABRIC
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FILTER FABRIC
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JOHN A. OLDHAM
Fill in Wetlands
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NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
8.1520102 (R-vats)
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8
NC DEPARTMENT OF TRANSPORTATION
DIMION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
8.1520102 (R-942B)
US 15-501 FROM NORTH OF SR 1700 TO
NORTH 00 iM ORANGE COUNTY L NE
s='A OF 1` JUNE, 1998
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DIVISION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
Fill in Surface Waters
TP
Scale: 1:500 metric
8.1320102 (R-9428)
US 15-50 L RDM NORTH OF SR 1700 TO
NORTH OF THE ORANGE COUNTY LINE
OF 1 JUNE. 1998
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NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CHATHAM / ORANGE COUNTIES
9.1520102 (R-942B)
US 15-501,nWM NORTH OF SR 1700 TO
NORTH OF THE ORANGE COUNTY L'NE
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PROPERTY OWNERS
John A. Oldham
494 Old Lystra Rd.
Chapel Hill, NC 27514
Sneeden Holding Co.
3100 Tower Blvd. State 800
Durham, NC 27707
Mable V. Cheek
Rt. 9 Box 338
Chapel Hill, NC 27514
Truby G. Proctor, Jr.
Drawer 9
Sanford, NC 27330
J. Herbert Holland
910 Airport Rd.
Chapel Hill, NC 27516
James B. Riggsbee
3308 Champaign
Charlotte, NC 28210
Fred D. Crisp, Jr.
6904 Tanbark Way
Raleigh, NC 27615

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UI V l''WON OF J I IGI I W AYS
1 t)RANOL COUN IY
8.1520102
II PItOPOS131)\VIOIiNINGWfCIICUItIlk(',IrmiltONUS15.-'01PROM
NOItTIt OL''17i1i OltANG11CllNnlAW1 COUNTY LINIvm SOV11101°
SR I:N4.
SCALE AS SI IOWN
Slll a-L OF 8 1'WIRUAKY 1998
scale of Miles
0 S 10 20 30
1U 20 30 40 40
scale of Kilometers

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NORTH CAROLINA DGPARTMCNTOFTRANSPORTATION
DIVISION Olt IIIGHWAYS
ORANGE COUNTY
8.1520102
I'ROPOSQD WIDIINING Wff H CURD R GUPITR ON US I5•S01 FROM
NORTI I Oil 71111 ORANGI%CI IATI IAM COUNTI' LINII I'D SOUII I OF
tilt I.M.
SCALH AS S11OWN
SIIHL•T ? OI'- FGIIRUARY 1999
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CL. '8' RIP RAP
SEE DE TAIL
O MARGARET WILLIAMS
Do. 13515 53
S iTe 2
20w 10 0 20ju
DUNOTCS 17i.L INSUIUAW WATIA
NOWnI CAROLINA DI:PARThIIiNTOI' TIL4NSPOIt'TATION
DIVISION Oil 11IGHWAV8
OILANGG COUN'(Y
8.1520102
PItom.%iDWIDIENINGWTP11CURII&(;tr TS It ON US 15-501 FROM
NUIt'n I QP m al OItANGI%CI IATI LAM COUNTI' LIN li TO SOU1)101:
%R 1"4.
SCALE AS 511OWN
1'GBRUARY 1998
SI IIEL•T•? UP ----
?o
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t1
1 EXTEND GUARD RAIL I.- OSOUTHERN VILLAGE LTD. PTNSHP
y W\ 2tISLOPESTO ACTS PC Sk
MINIMIZE WETLAND IMP DB.1061-0482
IN GUARD AIL 8 USE
SITE 3 * EXTEND
2tI SLOP VOID FILL
IN NE TL NOS
N
-1414
WETLAND SITE 1I i r v v
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n n n n n n n DUL' TO WICLIANICAI. CLWUNU
11EYOND CONSTILUCTION LIMITS
NAH'll I CAROLINA nGPAUTUDiNT Or 7xAN`POICrAT1ON
1%I V ISION OI' I IIOI I W AYS
ORANGE COUNTY
8.1520102
PROPOSED WIDENING WITH CUIIU R. GifMilt ON US I5-101 FROM
Nown I OP TT IK OltANGI%CI IA'IT IAM COUNTY LINK TO sOUt)1 OI'
SR 1"4.
SCALE AS SI IOWN
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NORTII CAROLINA DEPARTMENT Or TRANSPORTATION
DIVISION OP IIIGI IWAYS
ORANGE COUNTY
8.1320102
PROPOSED WIDENING WPDI CURD A. GUTTEIt ON US 15 -501 PROM
NOICfII OPTIIF ORANGUCIIATIIAAI COUNTY LINE TO SOUR101:
"It 14N14.
SCALE AS SHOWN
SI IECI' ?- OP8 -- FIDRUARY 1998
Reu?sec( ?i as
c
RIPARIAN PROPERTY OWNERS & ADDRESSES
SITE PARCEL PROPERTY OWNER
NO. NO.
1 1 MARGARET B. WILLIAMS
1 2 CREEKSIDE CREW
2 1 MARGARET B. WILLIAMS
2 2 CREEKSIDE CREW
3 3 SOUTHERN VILLAGE LTD PTN
ADDRESS
RT 7 BOX PITTSBORO RD
CHAPEL HILL, NC 27514
976 AIRPORT RD SUITE 150
CHAPEL HILL, NC 27516
RT 7 BOX PITTSBORO RD
CHAPEL HILL, INC 27514
976 AIRPORT RD SUITE 150
CHAPEL HILL, NC 27516
100 WESTGREEN DR
CHAPEL HILL, INC 27516
NOR'n J CAROLINA DCPARTMCNT OR TRANSPORTATION
DIVISION OF IIIGHWAYS
OILANGE COUNTY
8.1520102
1'ROI'OSCD WIDCNINCI WITH CURD k GUTTCR ON US 15.501 FROM
NOR'n l or TI IE ORANG WCI IATI IAM COUNTY LINK TO SOUT1101:
A 1944.
SCALE AS SI IOWN
SI IEET-8- OF 6 FEBRUARY 1998

STA 2 7WATER UALft' RSFr011P
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. DAVID MCCOY
27611-5201
GOVERNOR SECRETARY
May 26, 2000
Mr. Ronald E. Ferrell, Program Manager
North Carolina Wetland Restoration Program
NCDENR-DWQ
P.O. Box 29535
Raleigh, NC 27626-0535
Dear Sir:
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);
TIP No: R-0942.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-501 to a
multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR 1008 (Mt.
Carmel Church Rd) in Chapel Hill. The project will also include the construction of a 318.8-
meter (1046-foot) bridge over the Haw River. The purpose of this letter is to request that the
WRP provide confirmation that you are willing to accept payment for the compensatory
mitigation requirements for wetland impacts.
The project is located in Chatham and Orange Counties in the Cape Fear River basin in
Cataloguing Unit 03030002 in the Piedmont Province. The DWQ has decided that they want
mitigation for the cumulative wetland impacts for this project. None of the impacted wetlands is
greater than one acre in size. However, the cumulative impacts total 1.06 acres and DWQ has
stated that mitigation is required. The Corps of Engineers is not requiring mitigation. Therefore,
we would like to use the mitigation available from the WRP. We propose to mitigate 1.06 acres
of non-riparian wetland at a ratio of 2:1 by purchasing 2.12 acres wetland mitigation which is the
quantity identified by Mr. Hennessy in a telephone conversation on May 25, 2000. We will pay
for this mitigation at $12,000 per acre with a check to the North Carolina Wetland Restoration
Program (WRP) for $25,440.
4jy
Please send the letter of confirmation to John Hennessy at NCDWQ, Division of Water
Quality/Wetlands, 1621 Mail Service Center, Raleigh, NC 27699-1621. Mr. Hennessy's FAX
number is 919-733-9959. We submitted the permit application in February 2000 and the
agencies are getting ready to issue the permit. If you have any questions or need additional
information please call Ms. Alice N. Gordon at [phone].
Sincerely,
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc: w/attachment
Mr. Eric Alsmeyer, USACE, Raleigh Field Office
Mr. David Franklin, Corps of Engineers, Wilmington Field Office
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. W. F. Rosser, P.E., Division S Engineer
Mr. John W. Watkins, P.E., Division 7 Engineer
Q?^
NCDENR
JAMES B. HUNT JR. Mr. William Gilmore, PE
GOvERNOR NC Department of Transportation
Project Development and
Environmental Analysis Branch
BILL HOLMAN 1548 Mail Service Center
SECRETARY Raleigh, North Carolina 27699-1548
Dear Mr. Gilmore:
DIVISION OF WATER QUALITY
June 19, 2000
Subject: Project Name:
TIP #:
County:
COE Permit #:
?- o
JN 2 6 M
I
Northwood School Road
R-0942
Orange
The purpose of this letter is to notify you that the North Carolina Wetlands
Restoration Program (NCWRP) will accept payment for stream and wetland impacts
associated with the subject project in accordance with the Memorandum of
Understanding between the North Carolina Department of Environment and Natural
Resources and the U.S. Army Corps of Engineers dated November 4, 1998. Based
on information supplied by you in letters dated May 17 and 26, 2000, applications
requesting authorization to impact 1.06 acres of wetlands and 1,850 linear feet of
stream channel have been submitted for the subject project. The NCWRP will
provide mitigation as specified in the 401 Water Quality Certification and/or Section
404 permit (up to 2.12 acres of wetlands and 3,700 linear feet of stream restoration)
for impacts associated with the subject project in Cataloging Unit 03030002 of the
Cape Fear River basin.
If you have any questions or need additional information, please contact
Crystal Braswell at [phone].
REF/cvb
cc: John Hennessy, Wetlands/401 Unit
Eric Alsmeyer, USCOE
file
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Sincerely,
Ronald E. Ferrell,
Program Manager
Wetlands Restoration Program
WETLANDS RESTORATION PROGRAM
1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1619
website: h2o.enr.state.nc.us PHONE 919-733-SZ08 FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 30% RECYCLED/10% POST-CONSUMER PAPER
0
0 0?)$ 5
V1
i
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID MCCOY
GOVERNOR SECRETARY
September 20, 2000
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN.: Mr. Eric C. Alsmeyer.
NCDOT Coordinator
Dear Sir:
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942. AID Nos. 199402773 and 200020184.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involves widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
A Permit application for approvals under the Federal Clean Water Act was submitted
February 22, 2000. The Section 404 permits were issued July 13, 2000 (AID Nos. 199402773
and 200020184) and the Section 401 permit issued on May 25, 2000 (DWQ Project No.000552).
The conditions of the permit required specific designs for the project. In compliance with
Condition (q) we have modified the design of two culverts as follows:
R-942A Site 1: At Site 1 of Section A, the culvert was redesigned to reflect the
addition of a sill and benched channel to maintain low flow channel depths. Revised
Sheet 3 of 13 for R-942A is attached.
It
2. R-942CA Site 1: At site 1 of Section CA, the culvert was redesigned to reflect the
addition of a sill and benched channel to maintain low flow channel depths. Revised
Sheet 4 of 8 for R-942CA is attached.
In addition, on Section R-942 B, we have modified the design of the culvert at site 2
(Sheet 4 of 11) by lengthening the pipe one meter. The result will not change the jurisdictional
impacts as reported on the Summary Sheet (Sheet 10 of 11), however it will change the column
entitled "Enclosed Channel (m)." We have enclosed revised Sheets 4 and 10 of 11 for your
information.
If you have any questions or need additional information, please contact Alice Gordon at
919-733-7844 extension 288.
Sincerely, c
Qa- 0 - Jc
(- UV) William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc: ;#
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. D. R. Henderson, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. J. M. Mills, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
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STATE OF NORTH CAROLINA
DEPAR'T'MENT OF TRANSPORTATION
JAMEs B. HUNT JR.
GOVERNOR
September 20, 2000
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN.: Mr. Eric C. Alsmeyer.
NCDOT Coordinator `
Dear Sir:
DAVID MCCOY
SECRETARY
Subject: Widening of US 15-501 from SR 1599 (Northwood School Road) in Chatham
County to 0.2 kilometer (0.1 mile) north of SR 1994 (Culbreth Road) in Orange
County; State Project No. 8.1520102; Federal Aid No. F-59-1(25);TIP No: R-
0942. AID Nos. 199402773 and 200020184.
The North Carolina Department of Transportation (NCDOT) proposes to widen US 15-
501 to a multilane facility from SR 1599 (Northwood School Road) in Chatham County to SR
1008 (Mt. Carmel Church Rd) in Chapel Hill. The 12.7-mile project involves widening US 15-
501 to a four-lane shoulder section divided by a 30-foot wide grassed median for approximately
8.6 miles and a four-lane curb and gutter section for the remaining 4.1 miles. The project will
also include the construction of a 319-meter (1046-foot) bridge over the Haw River.
A Permit application for approvals under the Federal Clean Water Act was submitted
February 22, 2000. The Section 404 permits were issued July 13, 2000 (AID Nos. 199402773
and 200020184) and the Section 401 permit issued on May 25, 2000 (DWQ Project No.000552).
The conditions of the permit required specific designs for the project. In compliance with
Condition (q) we have modified the design of two culverts as follows:
R-942A Site 1: At Site 1 of Section A, the culvert was redesigned to reflect the
addition of a sill and benched channel to maintain low flow channel depths. Revised
Sheet 3 of 13 for R-942A is attached.
it
2. R-942CA Site 1: At site 1 of Section CA, the culvert was redesigned to reflect the
addition of a sill and benched channel to maintain low flow channel depths. Revised
Sheet 4 of 8 for R-942CA is attached.
In addition, on Section R-942 B, we have modified the design of the culvert at site 2
(Sheet 4 of 11) by lengthening the pipe one meter. The result will not change the jurisdictional
impacts as reported on the Summary Sheet (Sheet 10 of 11), however it will change the column
entitled "Enclosed Channel (m)." We have enclosed revised Sheets 4 and 10 of 11 for your
information.
If you have any questions or need additional information, please contact Alice Gordon at
919-733-7844 extension 288.
Sincerely,
II c
?I J c
(?Uv) William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc: 4
Mr. David Franklin, Corps of Engineers, Wilmington
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Garland Pardue, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. Calvin Leggett, P.E. Program Development Branch
Mr. Timothy V. Rountree, P.E., Structure Design Unit
Mr. John Alford, P.E., Roadway Design Engineer
Mr. D. R. Henderson, P.E., Hydraulics Unit
Mr. W. F. Rosser, P.E., Division 8 Engineer
Mr. J. M. Mills, P.E., Division 7 Engineer
Mr. Brian Yamamoto, P.E., PD&EA Consultant Engineering Unit
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, EST. 53.3 S0. M.
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