19990641 Ver 1_Complete File_19990528

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 9, 1999
Mr. Bill Gilmore, P.E., Manager
Planning & Environmental Branch
N.C. Department of Transportation
PO Box 25201
Raleigh, NC 27611-5201
Dear Mr. Gilmore
Re: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Modification to the Northern Wake Expressway, TIP R-2000EA, State Project No. 8.U401712, WQC
Project No. 960319, COE No. 199601917
Wake County
Attached hereto is a modification to Certification No. 3081 issued to the North Carolina Department of
Transportation dated May 20, 1999 (original Certification was dated September 27, 1996). The
attached modification authorizes an impact to 230 and 29.5 linear feet of streams at Sites 1 and 6
(presented in the application), respectively. It should be noted the modification is applicable only to
the additional proposed activities. All the authorized activities and conditions of certification
associated with the original Water Quality Certification dated September 27, 1996 and subsequent
modifications still apply. In addition, the Department of Transportation agrees to mitigate the
impacted 259.5 linear feet as described in condition 5 below.
If we can be of further assistance, do not hesitate to contact us.
Attachments:
Modification to WQC No. 3081
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Regional Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Sincerely,
I
err T. Stevens
Division of Water Quality • Environmental Sciences Branch
Enviro. Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, Section .0500. It is issued to the NC DOT resulting in 0.21 acres of wetland
impact in Dare County pursuant to revised application filed on the 7`h day of April 1999 to construct the
Manteo Bypass/New Croatan Sound Bridge.
The application provides adequate assurance that the discharge of fill material into the proposed wetlands
in conjunction with the proposed development will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will
not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if
conducted in accordance with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application, as described in
the Public Notice. Should your project change, you are required to notify the DWQ and submit a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter, and is thereby responsible for complying with all the conditions. If total wetland fills for this project
(now or in the future exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h) (6) and (7). For this approval to remain valid, you are required to comply with all the
conditions listed below. In addition, you should obtain all other federal, state or local permits before
proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal
Stormwater, Non-discharge and Water Supply watershed regulations.
Condition(s) of Certification:
Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of two manuals. Either the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the
Division of Land Resources in the DEHNR Regional or Central Offices). The control practices
shall be utilized to prevent exceedances of the appropriate turbidity water quality standard (50
NTUs in all fresh water streams and rivers not designated as trout waters; 25 NTUs in all lakes
and reservoirs, and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures placed in wetlands or waters shall be removed and
the natural grade restored after the Division of Land Resources has released. the project;
3. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
4. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this permit without appropriate modification of this permit. Should waste or
borrow sites be located in wetlands or stream, compensatory mitigation will be required since it is
a direct impact from road construction activities;
Compensatory mitigation shall be done by debiting 519 linear feet from the Oakwood Cemetary
Restoration Site in downtown Raleigh. DWQ shall be copied on a detailed mitigation and
monitoring plans as well as the annual reports for the entire length of the monitoring period of the
site.
Violations of any condition herein set forth shall result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall become null and void unless the above conditions
are made conditions of the Federal 404 and/or coastal Area Management Act Permit. This Certification
shall expire upon expiration of the 404 or CAMA permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this Certification. This request must be in the form of a written
petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are made to an
original Certification, you have the right to an adjudicatory hearing on the modifications upon written
request within sixty (60) days following receipt of the Certification. Unless such demands are made, this
Certification shall be final and binding.
This the 9th day of August 1999
DIVISION OF WATER QUALITY
Kerr T. Stevens
Modification to WQC No. 3081
C:\ncdot\TIP R-2000\WQC\R-2000EA modification.doc
R-2000EA Stream Info
Subject: R-2000EA Stream Info
Date: Tue, 10 Aug 1999 13:42:47 -0400
From: "Alice Gordon" <agordon @dot. state.nc.us>
Organization: North Carolina Department of Transportation
To: John Hennessy <[e-mail]>
CC: David Schiller <dschiller@dot. state.nc.us>
Hope this is what you need. The streams identified in the
application are upstream of an Unnamed Tributary of Perry Creek,
a tributary of the Neuse River in Wake County. The UT has DEM
index no. 27-25-3-(1), It is Class B NSW and in Hydrological
Unit 03020201. Thanks for your help.
Alice
1 of 1 8/10/99 5:05 PM
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S / lie /)O,
.S'?iG'G? t,+•?l`? a!?i _ ? ? ? /- yes ? ??
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G? ,f
Xu (a
5-7

R-2000EA Mod.
Subject: R-2000EA Mod.
Date: Fri, 16 Jul 1999 16:45:11 -0400
From: Alice Gordon <[e-mail]. state.nc.us>
To: [e-mail]
CC: [e-mail]. state.nc.us, [e-mail]
I just heard from Eric that you still have the modification on hold
because you do not have the check for $475.00. Snafu somewhere. The
check was delivered to the DWQ on June 23, 1999 and the Certified
Receipt was signed for by someone there named (it is hard to read) - it
looks like A. Hartwig.
Tried to call you Friday - did not succeed. Will try again on Monday.
Have a nice weekend.
Alice Gordon
1 of 1 7/23/99 1:12 PM
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Kerr T. Stevens, Director LIFNWAA
Wayne McDevitt, Secretary
IT 1 0 A A •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 11, 1999
Mr. William Gilmore, P.E.
Manager, Planning and Environmental Branch
North Carolina Department of Transportation
PO Box 25201
Raleigh NC 27611-2501
PP`??,?11
R50NE?
Dear Mr. Gilmore:
Subject: Northern Wake Expressway
TIP No. R-2000 EA, State Project No. 8.U401712, Action ID 199700884
Wake County
On May 28, 1999, your application (application dated May 20, 1999) for a 401 Water Quality Certification
Modification for the Northern Wake Expressway (as described above) was received by the N.C. Division of
Water Quality. 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. Presently
the Department of Transportation and Environment and Natural Resources are developing a process so these
fees will not have to be paid separately for each project. We anticipate that this agreement will be finalized
soon. However until this agreement is completed we will not be able to complete our action on your
request. Until that time, your application will remain on hold as incomplete.
If you have any questions or require any additional information, please contact John Hennessy at 919-733-
1786.
ncerely,
n R. Dorney
cc: Alice Gordon, NCDOT
Washington DWQ Regional Office
Mike Bell, US Army Corps of Engineers
John Hennessy
Files
C:\ncdot\TIP R-2000\correspondence\R-2000 EA hold.doc
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
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P

STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATIO]
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. N
TOLSON
GOVERNOR
May 20, 1999
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 2761
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinator
Dear Sir.
Subject: Wake County; Northern Wake Expressway;
State Project No 8.U401712; TIP No. R-2000 EA;
Action ID 199700884.
PAYMENT
RECEIVED

The North Carolina Department of Transportation applied for an individual permit for
the subject project on March 29, 1996. On October 10, 1996, the Section 404 Permit
was issued by the Corps of Engineers (Action ID No. 199601917). On September 27,
1996, a Section 401 Water Quality Certification was issued (DWQ Project 960319). On
February 4, 1999, a permit modification was issued by you on Sections EA and EB.
Work is scheduled to commence on Section EA in July 1999.
In compliance with Special Condition "w" of the 1996 Permit, we hereby request that
the U.S. Army Corps of Engineers Section 404 Permit and the DEM Section 401 Water
Quality Certification be modified to reflect an increase of 79 meters (259.12 feet) of
impact to a surface water. The increases are at Sites 1 and 6.

Site 1 U 10al impacts result from a misclassification of live channel
Specifically, Site 1 should not have been classified as a segment of relocated
stream. The stream was originally an intermittent jurisdictional stream that did not
require mitigation. When the project is constructed, the stream will become a
riprapped ditch that will have water in it only during storm events. Therefore, we
have changed Sheet 102a to reflect the decrease in relocated stream length. We
propose to mitigate this increase impact at a ratio of 2:1 by using 460 feet of
restored stream channel from the Oakwood Cemetery Stream Mitigation Site. The
impacts are depicted on the attached revised Sheet 102a of 179 and will be reflected
in the revised construction plans.
Site 6: At this site we inadvertently omitted the length of stream impacted by tht
construction of the head ditch. The 9 meters (29.5 feet) of stream will be widened.
The original design called for riprap in the stream. We have removed the ripra -.
Sheets 86 and 96 of 179 have been revised to indicate the length of existing stream
that has been widened. The impacts are depicted on the attached revised Sheet 102a
of 179 and will be reflected in the revised construction plans. We propose to
mitigate this increase impact at a ratio of 2:1 by using 59 feet of restored stream;
channel from the Oakwood Cemetery Stream Mitigation Site.
In addition, in compliance with Special Condition 'Y' of the February 4, 1999 modified
permit, we have enhanced the stream relocations at Sites 2, 4, and 10.
• Site 2: The 27 meters (88.56 feet) of stream relocation were enhanced by decreasing
the slopes to 4:1 from 2:1. This will enable planting of streamside woody
vegetation. The change is depicted on the attached revised Sheets 68 and 73 of 179
and will be reflected in the revised construction plans.
• Site 4: The 37 meters (121.36 feet) of relocated channel were enhanced by
removing all of the riprap from the stream channel. The slopes of the stream could
not be flattened due to limited right-of-way. The change is depicted on the attached
revised Sheet 74b of 179 and will be reflected in the revised construction plans.
Site 10:The 15 meters (49.2 feet) of stream at the outlet of the cross pipe at Station
330+00-L- were enhanced by reducing the amount of riprap. This change in design
will be reflected in the revised construction plans.
-P
If you have any questions or need additional information please call Ms. Alice N.
Gordon at [phone] Ext. 307.
Sincerely,
?-C-X
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc: w/attachment
Mr. David Franklin, Corps of Engineers, Wilmington Field Office
Mr. David Cox, NCWCR, Raleigr
Ms. John Hefner, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. John Dorney, NCDENR, Division of Water Qualit.
Mr. Whit Webb, P.E., Program Development Branch
Mr. R. L. Hill, P.E., Highway Design Branch
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. William J. Rogers, P.E., Structure Design Unit
Mr. Tom Shearin, P.E., Roadway Design Unit
Mr. J. G. Nance, P.E., Division 5 Engineer
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SUMMARY OF SUR FACE WATERS
FILL IN
EXI ST. CHANNEL RELOCATED ENCLOSED SURFACE
SITE LENGTH LOST CHANNEL CHANNEL WATERS
NO. STATION STRUCTURE (M.) (M.) (M.) (HA.)

RAMP 8 63.6
1 STA. 2+50 900 rrm RCP 158 0 (900mm RCPT 0.043
-L- REV.

2 STA. 305+00
TO STA. 308+00
NONE
94
27 - 0.009

3 -L- REV.
STA. 310+60
1350 mm RCP
25
60 91.2
(1350mrn RCP)
0.006
-L- REV.
STA. 311+00 2.7m x 1.5'

4
TO STA 314+00
RCBC
150
3 -
0.01-
r

5 -L- REV:
STA 314+60
1650 rrm RC
7E.
13 82.E
(1650mm RCP)
0.009
3.Om x 1 . bra g
-L- REV. RCBC W/ SIDE
-
0.0
6 STA. 317+20 TAPER -

-L- REV
-
-
0
7 STA. 318+40 NONE -

-L- RED'.
-
- ?
0
0
8 STA. 319+80 NONE - .
-L- REV. 3-Om x 1.8m
STA. 317+00 RCBC W/ SIDE 154.2
9A TO STA. 321+20 TAPER 404 267 (3.0 x 1.8 RCBC) 0.076
-L- REV. 2@2.4m x 1.5m
131.7 (2 @
STA. 323+00 RCBC W/ SIDE 72 2.4 x 1.5 RCBC) 0.035
9B TO STA. 324+75 TAPER 177

10 -L- REV.
STA. 330+00
1200 mm RCP
37
15 36.0
(1200mm RCP)
0.007

TO TAL 1123 500 559.5 0.202
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT: 8.U401712 (R-2000EA)
PROPOSED NORTHERN WAKE
SWAY
EXPRE
S
OF ITS R E K
0 q
i
SHEET 1
2A
aA SU7Fo
e ya,,,
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. Box 25201, RALEIGH, N.C. 27611-5201 E. NORRIS
TOLSON
GOVERNOR
May 20, 1990,
U. S. Army Corps of Engineer,
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN.: Mr. Eric C. Alsmeyer
NCDOT Coordinatcr
Dear Sir:
Subject: Wake County; Northern Wake Expressway;
State Project No 8.U401712; TIP No. R-2000 EA;
Action ID 199700884.
SECRETARY
The North Carolina Department of Transportation applied for an individual permit for
the subject project on March 29, 1996. On October 10, 1996, the Section 404 Permit
was issued by the Corps of Engineers (Action ID No. 199601917). On September 27,
1996, a Section 401 Water Quality Certification was issued (DWQ Project 960319). On
February 4, 1999, a permit modification was issued by you on Sections EA and EB.
Work is scheduled to commence on Section EA in July 1999.
In compliance with Special Condition "w" of the 1996 Permit, we hereby request that
the U.S. Army Corps of Engineers Section 404 Permit and the DEM Section 401 Water
Quality Certification be modified to reflect an increase of 79 meters (259.12 feet) of
impact to a surface water. The increases are at Sites 1 and 6.
• Site 1:The additional impacts result from a misclassification of live channel.
Specifically, Site 1 should not have been classified as a segment of relocated
stream. The stream was originally an intermittent jurisdictional stream that did not
require mitigation. When the project is constructed, the stream will become a
riprapped ditch that will have water in it only during storm events. Therefore, we
have changed Sheet 102a to reflect the decrease in relocated stream length. We
propose to mitigate this increase impact at a ratio of 2:1 by using 460 feet of
restored stream channel from the Oakwood Cemetery Stream Mitigation Site. The
impacts are depicted on the attached revised Sheet 102a of 179 and will be reflected
in the revised construction plans.
• Site 6: At this site we inadvertently omitted the length of stream impacted by the
construction of the head ditch. The 9 meters (29.5 feet) of stream will be widened.
The original design called for riprap in the stream. We have removed the riprap.
Sheets 86 and 96 of 179 have been revised to indicate the length of existing strear-
that has been widened. The impacts are depicted on the attached revised Sheet 102a
of 179 and will be reflected in the revised construction plans. We propose to
mitigate this increase impact at a ratio of 2:1 by using 59 feet of restored stream
channel from the Oakwood Cemetery Stream Mitigation Site.
In addition, in compliance with Special Condition 'Y' of the February 4, 1999 modified
permit, we have enhanced the stream relocations at Sites 2, 4, and 10.
• Site 2: The 27 meters (88.56 feet) of stream relocation were enhanced by decreasing
the slopes to 4:1 from 2:1. This will enable planting of streamside woody
vegetation. The change is depicted on the attached revised Sheets 68 and 73 of 179
and will be reflected in the revised construction plans.
Site 4: The 37 meters (121.36 feet) of relocated channel were enhanced by
removing all of the riprap from the stream channel. The slopes of the stream could
not be flattened due to limited right-of-way. The change is depicted on the attached
revised Sheet 74b of 179 and will be reflected in the revised construction plans.
• Site 10:The 15 meters (49.2 feet) of stream at the outlet of the cross pipe at Station
330+00-L- were enhanced by reducing the amount of riprap. This change in design
will be reflected in the revised construction plans.
If you have any questions or need additional information please call Ms. Alice N.
Gordon at [phone] Ext. 307.
Sincerely,
C-'?/'
William D. Gilmore, P.E., Manager
Project Development & Environmental Analysis Branch
cc: w/attachment
Mr. David Franklin, Corps of Engineers. Wilmington Field Office
Mr. David Cox, NCWCR, Raleigh
Ms. John Hefner, USFWS, Raleigh
Mr. N. L. Graf, P.E., FHWA
Mr. John Dorney, NCDENR, Division of Water Quality
Mr. Whit Webb, P.E., Program Development Branch
Mr. R. L. Hill, P.E., Highway Design Branch
Mr. A. L. Hankins, P.E., Hydraulics Unit
Mr. William J. Rogers, P.E., Structure Design Unit
Mr. Tom Shearin, P.E., Roadway Design Unit
Mr. J. G. Nance, P.E., Division 5 Engineer
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4
SUMMARY OF SU RFACE WATERS
FILL IN
EXI ST. CHANNEL RELOCATED ENCLOSED SURFACE
SITE LENGTH LOST CHANNEL CHANNEL WATERS
NO. STATION STRUCTURE (M.) (M.) (M.) (HA.)

RAMP B 63.6
1 STA. 2+50 900 mm RCP 158 0 (900mm RCP) 0.043
-L- REV.

2 STA. 305+00
TO STA. 308+00
NONE
94
27
-
0.009

3 -L- REV.
STA. 310+60
1350 mm RCP
25
60 91.?
(1350mm RCP)
0.00
-L- REV.
STA. 311+00 2.7m x 1.5m
4 TO STA. 314+00 RCBC 150 37 - 0.017

-L- RL?. 82.8
5 STA. 314+60 1650 mm RCP 71, 1- (1650mm RCP) 0.009
3.Om x 1.8m
-L- REV. RCBC W/ SIDE
'
6 STA. 317+20 TAPE' - - 0--

-L- REV.
7 STA. 318+40 NONE - - - 0.0
I
-L- REV.

8
STA. 319+80
NONE
-
-
- 0.0
-L- REV. 3.Om x 1.8m
STA. 317+00 RCBC W/ SIDE 154.2
9A TO STA. 321+20 TAPER 404 267 (3.0 x 1.8 RCBC) 0.076
-L- REV. 2@2.4m x 1.5m
STA. 323+00 RCBC W/ SIDE 131.7 (2 c-
98 TO STA. 324+75 TAPER 177 72 2.4 x 1.5 RCBC) 0.035

10 -L- REV.
STA. 330+00
1200 mm RCP
37
15 36.0
(1200mm RCP)
0.007

TOTAL 1123 500 559.5 0.202
NORTH CAROLINA
DEPARTMENT OF TRANS PORTATION
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT: 8.U401712 (R-2000EA)
PROPOSED NORTHERN WAKE
EXPRESSWAY '
OF 179 REV 6- i 9
SHEET ,
102A