19970856 Ver 1_Complete File_20050712

Michael F. Easley, Governor
?F W AT?R William G. Ross Jr., Secretary
O QG / North Carolina Department of Environment and Natural Resources
A,?? n, ,{ Alan W. Klimek, P.E. Director
(? ?fGl ? GL l/ U Division of Water Quality

Mr. Philip S. Harris, III, P.E., Manager
North Carolina Department of Transportation
Project Development & Environmental Analysis
Office of Natural Environment
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
RE: White's Store Mitigation Site, Dare County, TIP No. R-2551WM
Dear Mr. Harris:
July 12, 2005
Dare County
DWQ Nos. 970856 &
000964
This correspondence is in reference to your letter dated June 13, 20.05, regarding the White's Store Mitigation site
located in Dare County, North Carolina. This site is being utilized by the North Carolina Department of
Transportation as compensatory mitigation for the Manteo Bypass construction project.
By copy of this letter, we are notifying you that no further monitoring of the site will be required since the
construction and success criteria for the mitigation site has been met.
Thank you for your time and cooperation. If you have any questions, please contact Christina Breen at
919-733-9604.
Sincerely,
Alan W. Klimek, P.E.
JEH/cmb
cc: Mr. Bill Biddlecome, US Army Corps of Engineers, Washington Field Office
Mr. Gary Jordan, USFWS
Mr. Chris Militscher, USEPA
Mr. Travis Wilson, WRC
Mr. Garcy Ward, NCDWQ Washington Regional Office
Mr. Anthony Roper, P.E., Division 1 Engineer, 113 Airport Drive, Suite 100, Edenton, NC 27932
Mr. Clay Willis, Di vision 1 Environmental Officer, 113 Airport Drive, Suite 100, Edenton, NC 27932
Central Files
File Copy
None Carolina
Transportation Permitting Unit tuCa,
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

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r-
Alan W. Klimek, P.E. Director
Division of Water Quality
July 12, 2005
Dare County
DWQ Nos. 970856 &
000964
Mr. Philip S. Harris, III, P.E., Manager
North Carolina Department of Transportation
Project Development & Environmental Analysis
Office of Natural Environment
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
RE: Manteo Bypass Bridge Mitigation Site, Dare County, TIP R-2551
Dear Mr. Harris:
This correspondence is in reference to your letter dated June 13, 2605, regarding the Manteo Bypass Bridge
Mitigation site located in Dare County, North Carolina. This site is being utilized by the North Carolina Department
of Transportation as compensatory mitigation for the permit violation associated with the Manteo Bypass Bridge
construction project.
By copy of this letter, we are notifying you that no further monitoring of the site will be required since the
construction and success criteria for the mitigation site has been met.
Thank you for your time and cooperation. If you have any questions, please contact Christina Breen at
919-733-9604.
Sincerely,
?.
;an W. Klimek, P.E.
JEH/cmb
cc: Mr. Bill Biddlecome, US Army Corps of Engineers, Washington Field Office
Mr. Gary Jordan, USFWS
Mr. Chris Militscher, USEPA --
Mr. Travis Wilson, WRC
Mr. Garcy Ward, NCDWQ Washington Regional Office
Mr. Anthony Roper, P.E., Division 1 Engineer, 113 Airport Drive, Suite 100, Edenton, NC 27932
Mr. Clay Willis, Division 1 Environmental Officer, 113 Airport Drive, Suite 100, Edenton, NC 27932
Central Files
File Copy
Nose Carolina
Transportation Permitting Unit N tmallff
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
September 28, 2004
Mr. Gregory J. Thorpe, Ph.D., Environmental Director
NCDOT Planning and Environmental Branch
1548 Mail Service Center
Raleigh, NC, 27699-1548
Dear Dr. Thorpe:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Re: MODIFICATION TO Water Quality Certification Pursuant to §401 of the Federal Clean Water Act,
Ellerbe Bypass and Ellerbe Connector (NC 73 Extension) Richmond and Montgomery Counties.
TIP No. R-2231;
Federal Aid No. NBF-45-1(49);State Project No. 8.T550.803;
TIP No. R-3303;
Federal Aid No. STP-73(4); State Project No. 8.1581201.
DWQ Project No. 007_ \
Attached hereto is a copy of the Modification to Certification No. 3419 issued to The North Carolina
Department of Transportation dated September 28, 2004. All of the authorized activities and
conditions of certification associated with the original Water Quality Certification dated April 1,
2003, and all other corresponding modifications still apply except where superceded by this
certification.
If we can be of further assistance, do not hesitate to contact us.
Since ,
an W. Klimek, P.E.
Attachments
cc: Wilmington District Corps of Engineers
Richard Spencer, USACE Wilmington Field Office
Ken Averitte, NCDWQ Fayetteville Regional Office
Christopher Militscher, US Environmental Protection Agency - Region IV
T. Johnson, PE, Division Engineer, NCDOT Division 8
Central Files
File Copy
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650"
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htt2://h2o.enr.state.nc.us/ncwetlands
NorthCarohna
A7/41 /9+/yfl1/
rr
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. The attached modification
authorizes impacts to wetlands and streams as described herein. This 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 April 1, 2003 and all
other corresponding modifications still apply except where superceded by this certification.
Wetland Impacts in the Yadkin River Basin
Section Riverine
(acres) Non-
Riverine
(acres) Total
(acres)
Section A 8.01 4.28 12.29
Section B 5.68 2.38 8.06
Section CA 0.00 0.00 0.00
Section CB 6.02 0.00 6.02
R-3303 0.92 0.00 0.92
Total 20.63 ?. 6.66 27.29
Wetland Impacts in the Lumber Diver Basin
Section Riverine
(acres) Non-
Riverine
(acres) Total
(acres)
Section A 0.00 0.00 0.00
Section B 0.25 0.00 0.25
Section CA 1.87 0.00 1.87
Section CB 0.00 0.00 0.00
R-3303 0.00 0.00 0.00
Total 2.12 0.00 2.12
Surface Water In acts for the Yadkin River Basin
Section Stream
Impacts
(linear feet) Natural
Channel
Design
(linear feet) Offsite
Mitigation
Requirement
(1:1 Ratio)
Section A 2335 0 2,335
Section B 1854 0 1854
Section CA 0 0 0
Section CB 2693 676 2017
R-3303 315 0 315
Total 7197 -676 6521
NCDOT TIP R-2231, R-3303, DWQ # 000874
Page 2
September 28, 2004
Surface Water Impacts for the Lumber River Basin
Section Impacts
(linear feet) Ponds
(acres) On-Site
Natural
Channel
Design
(linear feet) Mitigation
Required
Section A 0 0 0
Section B 0 12.36 1066 -1066
Section CA 351 0 351
Section CB 0 0 0
R-3303 0 0 0
Total 351 12.36 1066 -715
The application provides adequate assurance that the discharge of fill material into the waters of
Yadkin and Lumber River Basins 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 ?xolate 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 you may be required to 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 any additional wetland impacts, or stream impacts, for this
project (now or in the future) exceed one acre or 150 linear feet, respectively, additional
compensatory mitigation may be required as described in 15A NCAC 214.0506 (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. This Certification shall expire three
years from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding Corps of Engineers Permit, whichever is sooner.
Condition(s) of Certification:
1. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
NCDOT TIP R-2231, R-3303, DWQ # 000874
Page 3
September 28, 2004
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occlut in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pr6construction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the project.
4. If an environmental document is required, this Certification is not valid until a FONSI
or ROD is issued by the State Clearinghouse. All water quality-related conditions of the
FONSI or ROD shall become conditions of this Certification.
5. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened.
6. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this permit without appropriate modification of this certification. Should
waste or borrow sites be located in wetlands or stream, compensatory mitigation will be
required since it is a direct impact from road construction activities.
7. All channel relocations will be constructed in a dry work area, and stabilized before stream
flows are diverted. Channel relocations will be completed and stabilized prior to diverting
water into the new channel. Whenever possible, channel relocations shall be allowed to
stabilize for an entire growing season. Vegetation used for bank stabilization shall be limited
to native woody species, and should include establishment of a 30 foot wide wooded and an
adjacent 20 foot wide vegetated buffer on both sides of the relocated channel to the

NCDOT TIP R-2231, R-3303, DWQ # 000874
Page 4
September 28, 2004
maximum extent practical. A transitional phase incorporating coir fiber and seedling
establishment is allowable. Also, rip rap may be allowed if it is necessary to maintain the
physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested.
8. Compensatory mitigation of 54.58 acres shall be done for 27.29 acres of impacts to
jurisdictional wetlands in the Yadkin River Basin. In addition, 2.45 acres of compensatory
mitigation shall be provided to offset 2.12 acres of jurisdictional wetlands in the Lumber
River Basin. The mitigation shall be provided as described below.
Mitigation Acres of WL Type of River Basin Acres of Mitigation
Site Debited Mitigation Credited
from Site
Key Branch ?.
Mitigation 54.58 Restoration Vadkin 54.58
Site
Myrick Pond \
Mitigation 2.45 Restoration Lumber 2.45
Site
Total 57.03
9. For the construction activities for the bridge located from Station 190+00 to 191+53, the
NCDOT shall strictly adhere to sediment and erosion control Best Management Practices as
described for High Quality Waters entitled "Design Standards in Sensitive Watersheds" (15A
NCAC 04B .0024) throughout design and construction of the project.
10. Compensatory mitigation for impacts to streams shall be done for 7249 linear feet of stream
impact in the Yadkin Basin and 351 linear feet of impact in the Lumber Basin, at a
replacement ratio of 1:1. The mitigation shall be provided as described below.
Mitigation Linear Feet Type of River Basin Acres of Mitigation
Site of Streams Mitigation Credited
Debited
from Site
Sites 3 & 6 Onsite
in Section B 676 Restoration Yadkin 676
Key Branch Offsite
Mitigation 6183 Restoration Yadkin 6183
Site
Haithcock Offsite
Mitigation Site 390 Restoration Yadkin 390
Myrick Pond Onsite
Site 351 Restoration Lumber 351
Total 7600

NCDOT TIP R-2231, R-3303, DWQ # 000874
Page 5
September 28, 2004
11. Construction activities related to the section of the Ellerbe Connector (NC 73 Extension, TIP
R-3303) located in Richmond County are hereby authorized by this certification.
12. Placement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed to allow low flow passage of water and aquatic life
unless it can be shown to DWQ that providing passage would be impractical. Design and
placement of culverts and other structures including temporary erosion control measures
shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream
beds or banks, adjacent to or upstream and down stream of the above structures. The
applicant is required to provide evidence that the equilibrium shall be maintained if requested
in writing by DWQ.
13. The permittee shall require its contractors (and/or agents) to comply with all of the terms of
this certification, and shall provide each of its contractors (and/or agents) a copy of this
certification.
14. During the construction of the project, no staging of e'?uipment of any kind is permitted in
waters of the U.S., or protected riparian buffers.
15. Riparian vegetation must be reestablished within the construction limits of the project by the
end of the growing season following completion of construction.
16. The dimension, pattern and profile of the stream above and below the crossing should not be
modified by widening the stream channel or reducing the depth of the stream. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
17. Any riprap used must not interfere with thalweg performance and aquatic life passage during
low flow conditions.
18. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids,
or other toxic materials.
19. The outside buffer, wetland or water boundary as well as along the construction corridor
within these boundaries approved under this authorization shall be clearly marked by orange
fabric fencing for the areas that have been approved to infringe within the buffer, wetland or
water prior to any land disturbing activities.
20. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is prohibited.
21. Myrick's Pond:
a. The step-pool sequence, associated flood plain, and constructed channel to connect the
existing type A basin/permanent impoundment to the existing stream channel shall be
constructed in the dry,. Water shall not be turned into the step-pool channel sequence
until the sequence is completed and stabilized. Water shall not be turned into the

r
NCDOT TIP R-2231, R-3303, DWQ # 000874
Page 6
September 28, 2004
relocated step-pool sequence and channel until the USACE and the NCDWQ have
conducted a site review of the newly constructed step-pool sequence and associated area.
b. If any of the step-pool sequence or associated flood plain riparian areas are determined
to be unstable, the area shall be repaired. All repair designs must be submitted to and
receive written approval from the Division before the repair work is performed.
c. Riparian vegetation, using native trees, shrubs, and herbaceous plants, must be re-
established within the flood plain area, as well as the construction area, by the end of the
growing season following completion of construction to provide long-term erosion
control.
d. Rock vanes shall be constructed and placed according to the plan sheets titled Site 6
Impoundment w/ Step Pools, Rip Rap Berm and Cross Vane Rock Weir Detail Sheet
received by the Transportation Permitting Unit on September 1, 2004.
22. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401
Certification has been completed. The responsible party shall complete the attached form
and return it to the Transportation Permitting Unit of tl? Division of Water Quality upon
completion of the project.
Violations of any condition herein set forth may 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
the 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 28 th day of September 2004
DIVISION OF WATER QUALITY
Alan W. Klimek, P.E.
Director
Modification to WQC No. 3419
Certificate of Completeness
DWQ Project No.: 000874 County: Richmond/Montgomery
Applicant: NCDOT
Project Name: Ellerbe Bypass and Ellerbe Connector (NC 73 Extension)
Date of Issuance of 401 Water Quality Certification: September 28, 2004
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate
to the Transportation Permitting Unit, North Carolina Division of Water Quality, 1650 Mail
Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the applicant,
the applicant's authorized agent, or the Project Engineer. It is not necessary to send certificates
from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature: Dat?:
Agent's Certification
hereby state. that, to the best of my abilities, due
care and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature:
Date:
If this project was designed by a Certified Professional
as a duly registered Professional
(i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been
authorized to observe (periodically, weekly, full time) the construction of the project, for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature
Registration
Date
f
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d.,c5fA7L o
STATE OF NORTH CAROLINA
DEPARTIVIF,NT OF TRANSPORTATION
MICHAEL F. EASLEY
. GOVERNOR
April 26, 2007
Mr. Doug Huggett
NC Division of Coastal Management
Parker Lincoln Building
2728 Capital Boulevard
Raleigh, NC 27604
?,y0s tih,, ® ZD 6
LYNDo TIPPETT
Ciy
SECRETARY
Re: Rocky Hock Creek Mitigation Site, Chowan County, State Project No. 8.2030201, TIP
No. B-3435, Action ID No. 2030201, DWQ Proj. # 020939, DCM Permit No. 105-02
Mr. Doug Huggett:
As you are aware, the Department has monitored the Rocky Hock Creek Bridge Mitigation Site
since its construction in December of 2004. Located in Chowan County, at Bridge No. 4 on SR
1207 over Rocky Hock Creek, this site provides 0.6 acres of riverine wetland restoration, 7.36
acres of river wetland enhancement, and monitoring of 0.04 acres of temporary impacts
associated with the B-3435 project. The site was left to naturally re-establish vegetation in 2004;
hydrologic monitoring was not required for this project. According to permit conditions,
NCDOT was required to monitor the Rocky Hock Creek Bridge Mitigation Site for three years or
until success criteria were met; with vegetation monitoring conducted each year. After each
growing season, annual monitoring reports were submitted to the appropriate regulatory agencies
via the Natural Environment Unit's (NEU) website.
After two years of vegetation monitoring, the Rocky Hock Creek Bridge Mitigation Site shows
that natural re-vegetation has occurred and that the impacted area has re-attained jurisdictional
status. Individual yearly monitoring data is provided within the annual monitoring reports
available on NEU's website between 2005 and 2006.
NCDOT requests that the appropriate resource agencies provide documentation stating that no
further monitoring is required and that the site is closed. If you have any questions about this
project, please contact Mr. Randy. Griffin at [phone].
Sincerely,

Philip S Harris, III, P.E., Unit Head
PDEA- Natural Environment Unit
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BOULEVARD
1598 MAIL SERVICE CENTER WEBSITE: -"WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1598
*.?
cc: Mr. Bill Biddlecome, USACOE
Mr. Brian Wrenn, DWQ
Mr. Travis Wilson, WRC
Ms. Kathy Matthews, EPA
Mr. Gary Jordan, USFWS
Mr. David Harris, P.E., NCDOT-REU
Mr. Clay Willis, NCDOT-DEO
Mr. Ron Sechler, NOAA
a
9y s72 ? 9
STATE OF NORTH CAROLq
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
April 26, 2007
Ms. Jennifer Frye
Wilmington Regulatory Office ACOE
P.O. Box 1890
Wilmington, NC 28402-1890
Re: South River Bridge Mitigation Site, Cumberland & Sampson Counties, State Project No.
8.1442701, TIP No. B-3152, Action ID No. 200001104 (23) & 200001472 (33)
Ms. Jennifer Frye:
As you are aware, the Department has monitored the South River Bridge Mitigation Site since its
construction in December of 2003. Located in Cumberland and Sampson counties, at Bridge No.
46 over the South River on NC 242, this 0.25-acre site provides mitigation for wetland impacts
associated with the B-3152 project. The temporarily impacted area adjacent to the on-site detour
was revegetated with bottomland hardwood species and must re-attain jurisdictional status at the
end of three years; hydrologic monitoring was not required for this project. According to permit
conditions, NCDOT was required to monitor the South River Bridge Mitigation Site for three
years or until success criteria were met; with vegetation monitoring conducted each year. After
each growing season, annual monitoring reports were submitted to the appropriate regulatory
agencies via the Natural Environment Unit's (NEU) website.
After three years of vegetation monitoring, the South River Bridge Mitigation Site shows that the
planted vegetation is surviving and the temporarily impacted area has re-attained jurisdictional
status. Individual yearly monitoring data sets are provided within the annual monitoring reports
available on NEU's website between 2004 and 2006.
NCDOT requests that the appropriate resource agencies provide documentation stating that no
further monitoring is required and that the site is closed. If you have any questions about this
project, please contact Mr. Randy Griffin at [phone].
Sincerely,
Philip S. arris, III, P.E., Unit Head
PDEA- Natural Environment Unit
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BOULEVARD
1598 MAIL SERVICE CENTER WEBsITE: WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1598

cc: Mr. Brian Wrenn, DWQ
Mr. Travis Wilson, WRC
Ms. Kathy Matthews, EPA
Mr. Gary Jordan, USFWS
Mr. David Harris, P.E., NCDOT-REU
Mr. Mason Herndon, NCDOT-DEO
Re: C, ~uction issue on R-2000AA (Permit Site 6)
I
Subject: Re: Construction issue on R-2000AA (Permit Site 6)
From: Rob Ridings <[e-mail]>
Date: Tue, 22 May 2007 15:37:33 -0400
To: Chris Murray <[e-mail]>
L CIO
Chris,
Since the pond was a total take and this is not a buffer basin, we don't have a problem with what you propose. I assume the
rest of the drained/filled pond is stabilized with vegetation to prevent erosion overall, and this small path was only needing the
riprap due to the runoff pipe.
-Rob
Chris Murray wrote:
Eric and Rob,
Construction is slowly commencing on this project. We anticipate opening the roadway to traffic by July 2007
(hopefully!). One construction issue has come up concerning stabilization on R-2000AA Permit Site 6. This issue is
addressed below:
Construction Issue
Construction at this site involves the draining of a pond near 6+00 Lt -RampB- near NC 55. Runoff from the roadway is
discharged from a 450 mm rcp into the drained pond. This is causing stability problems through the bottom of the drained
pond. We need to get the runoff through the drained pond and convey it towards the drainage system located downstream
of the pond. The Department proposes to install rip rap in the flow line of the drained pond and the breached portion of
the dam. The rip rap will provide long-term stability through the system.
Permit Analysis
This portion of the project is entirely located in the Cape Fear River basin. The proposed activity is located within the
permitted footprint of the drained pond. No new additional impacts to streams, wetlands or riparian buffers will occur as
a result of this activity. The installation of the rip rap will not result in degradation of downstream jurisdictional
resources. Based on this information, we do not believe that a permit modification is required for this action.
Please let me know if you agree with my assessment of the issue.
Thanks in advance for your review of this information.
Chris Murray
Division 5 Environmental Supervisor
1 of 2 5/22/2007 3:37 PM
Re: Cca,uction issue on R-2000AA (Permit Site 6)
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707
2 of 2 5/22/2007 3:37 PM
,Re: CQn traction Issue on R-2000G, Site 2 (near Wake Chapel Church)
Subject: Re: Construction Issue on R-2000G, Site 2 (near Wake Chapel Church)
From: Rob Ridings <[e-mail]> J (? G G
Date: Thu, 31 May 2007 13:30:15 -0400
To: Chris Murray <[e-mail]>
Chris,
I've been to this site and I agree with what you propose here-- and with Eric that it doesn't need a permit mod. Just be sure to revegetate/matt/stabilize any area
disturbed by installing this change, and I don't think we'd have any problems with it.
As far as the church property goes, just as an update to you, Niki and Danny's unit are still pursuing enforcement... their sediment basin apparently isn't working too
well. Hopefully this will get fixed soon so that we'll not have future problems with this. I'll let you know if I hear anything new.
-Rob
Chris Murray wrote:
Rob and Eric,
The Department is currently constructing this project in Wake County. You may recall the numerous correspondence between the NCDOT and your agencies
concerning stability issues at Site 2 (near 425+80) on R-2000G. The critical information concerning the issues at this site are briefly addressed below:
-NCDOT installed a 900 mm cross line pipe at 425+80 in 2004. Construction activity at the Raleigh Christian Community property (now known as Wake
Chapel Church), located topographically above our project in the drainage system, subsequently resulted in the complete degradation of streams, riparian
buffers and wetlands within the NCDOT right-of-way. Excessive amounts of sediment filled in the stream channel, forcing water (and more additional
sediment) out into the floodplain. The deposition of sediment completely altered the drainage system, resulting in the formation of a headcut above the 900
mm structure.
-Personnel from the USACE and NCDENR-DWQ visited the site in 2004 to evaluate methods of stabilization at the 900 mm structure and to assess the
drainage area upstream of the structure. Concentrated runoff from the Wake Chapel Church appeared to be the primary source of the destabilization in the
drainage system, resulting in the excessive deposition of sediment. The regulatory agencies agreed to investigate enforcement action. The Department was
directed to install a temporary pipe inlet protection device in the channel immediately upstream of the inlet. This device was partially located outside of the
permitted footprint.
-An on-site meeting was conducted on May 26, 2006 attended by Danny Smith, Nikki Maher, Jay Keller (Keller Environmental, representing the Wake
Chapel Church) and various NCDOT personnel. The purpose of the meeting was to discuss proposed stabilization of the site upstream of the 900 mm
structure in light of the construction schedule for R-2000 G.
-The NCDOT sent the regulatory agencies a letter on September 5, 2006 which provided an update on apparent stabilization efforts at the Wake Chapel
Church and stability of the channel immediately upstream of the 900 mm structure. At that time, remedial action did not appear to be forthcoming at the Wake
Chapel Church and a headcut again formed at the limits of the temporary pipe inlet protection device installed immediately upstream of the structure. The
NCDOT had proposed to permanently leave the temporary pipe inlet protection. It was noted that the majority of impacts associated with this construction
were located within the previously permitted mechanized clearing of the site. The Department did not propose permitting or mitigation for additional impacts
as the stabilization activity was required to provide protection to the structure and downstream jurisdictional resources as a result of off-site action. A revised
Permit Drawing 10 of 50 (dated 9/9/06) was attached to the letter.
The contractor associated with the construction of R-2000G is attempting to close out activity at the site. A evaluation of the site on May 14, 2007
indicated the following:
-A detention basin appears to have been constructed on the Wake Chapel Church in the recent past. However, excess sediment is still located in the stream
channel. This sediment appears to be moving downstream and continues to be been re-deposited in the streams, wetlands and riparian buffers immediately
upstream of the 900 mm structure. A quick evaluation of the area would indicate that the stream channel has been lost and the wetlands have been completely
filled in by the sediment. The first two attached photographs depict the area immediately upstream of the 900 mm structure. Note the sediment in the channel
and in adjacent "wetlands." The deposition continues to change the drainage system at the site resulting in the formation of a headcut at the limits of the
temporary pipe inlet protection device previously installed immediately upstream of the structure (see last attached photograph).
-The R-2000G project is now open to traffic and the contractor is completing construction at all permit sites. The Department proposes to install additional
Class B rip rap in the footprint of the headcut and then construct a Class A rip rap berm (maximum of 1.5 in in width and 0.15 in in height) in an attempt to
force water into the pipe inlet.
The Department does not propose permitting or mitigation for additional impacts as the stabilization activity is required to provide protection to the structure
slope and downstream jurisdictional resources as a result of off-site action. A revised Permit Drawing 10 of 50 (dated 5/18/07) is also attached to this email.
Please review this information at your earliest convenience and let me know if you agree with my assessment of the situation. Thank you in advance for your
assistance.
Chris Murray
Division 5 Environmental Supervisor
4 5/31/2007 1:31 PM
Re: Construction Issue on R-2000G, Site 2 (near Wake Chapel Church)
2 of4 5/31/2007 1:31 PM
Re: Construction Issue on R-2000G, Site 2 (near Wake Chapel Church)
3 of 4 . 5/31/2007 1:31 PM
Re:, Construction Issue on R-2000G, Site 2 (near Wake Chapel Church)

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4 of 4 5/31/2007 1:31 PM
A
John Hennessy
<john.hennessy@ncmail net>
08/11/2005 02:08 PM
NG'?? ?I
Subject Re: Evans Road widening (DWQ Project #:03-1151)
To John Dorney <[e-mail]>
cc [e-mail]
bcc
O.k, here goes, I hope this helps. We do hold DOT and other road
projects to the same design standards. This may sound a little harsh,
and I apologize if it does, but unfortunately I think it is the answer
to your question. If the BMPs are necessary to comply with
environmental regulations (and they are since we required them in the
authorizations), then ongoing maintenance of those BMPs is required. In
addition, as I see it, whoever is responsible for maintenance of the
road is responsible for maintenance of the BMPs. Having said that, it
doesn't really matter to us if someone else (other than DOT) wants to
maintain the BMPs. All we need is that they be maintained. I do not
want to get between the Town and DOT, and further don't believe it is
our place to do so. But, someone will need to maintain the BMPs. I
will leave that up to you to work out. Just so your know, if the BMPs
are not maintained, then unfortunately future site inspections that turn
up water quality violations could result in enforcement actions. In
that case, the landowner would be held responsible. It is not clear to
me from your email who that would be, but I just thought I should add
that information so that no one is surprised in the future should
something arise. I hope this email has answered your questions. If
not, please feel free to contact me at 919-733-5694. I will be happy to
help provide you any additional information you may need.
John Dorney wrote:
> john h - can you help with this (especially with respect to local
> government maintance of road-associated BMPs)?
> [e-mail] wrote:
Dear Mr. Dorney,
>> We spoke last December regarding the subject bond project. Evans
>> Road is
>> maintained by the NCDOT but within the Town of Cary's jurisdiction. The
>> Town of Cary proposes widening Evans Road as described in our permit
>> application. Some conditions for the approval of our 401 Water Quality
>> Certification are installation of double parallel swales and splitter
>> boxes. When I contacted you in December we discussed how NCDOT
>> indicated
>> they will not maintain these BMPs and will not issue an Encroachment
>> Agreement to the Town of Cary until the Town agrees to be the
>> responsible
>> party for the perpetual maintenance of the BMPs. I called and asked
>> you if
>> the Town of Cary and NCDOT are held to the same standard regarding
>> BMPs for
>> widening projects such as Evans Road and you indicated we are. The
>> Town is
>> moving forward with this project but did not anticipate the additional
>> expense and responsibility of maintaining BMPs on a State maintained
>> road.
>> For internal purposes, and prior to awarding this project, I need to
.a
>> quantify and explain our responsibilities regarding maintenance to our
>> Public Works and Finance Departments. Any information you can give me
>> would be appreciated. Also, can you give me some examples of similar
>> projects you are aware of where a city or municipality widens an NCDOT
>> maintained road and is required to maintain associated BMPs.
>> Thank you for your help.
>> Kyle A. Hubert, PE
>> Town of Cary
>> Engineering Dept.
>> P.O. Box 8005
>> Cary, NC 27512-8005
>> [phone]
>> [e-mail]
ATE
.5 -IJ
STATE OF NORTH CAROLINA ?t s?, y -m
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
SECRETARY
July 25, 2005
COUNTY: Wake
SUBJECT: SR 1653 Evans Road widening Town of Cary Project ST1075
Mr. Kyle Hubert, El
Town of Cary, Engineering Department
PO Box 8005
Cary, NC 27512-8005
Dear Mr. Hubert:
This is to advise that the District Office is in the process of reviewing the Encroachment
Agreement for the widening of SR 1653 (Evans Road). After plans are determined to be
satisfactory and the Town agrees to be the responsible party for perpetual maintenance of
the BMPs required by the Division of Water Quality the Agreement will be processed.
Should any additional information be needed, please contact Mr. Russell Broadwell at
733-3213
Sincerely,
Brandon H. Jones, PE
District Engineer
BHJ/reb
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] DISTRICT DRIVE
DOH DISTRICTI RALEIGH NC 27607
1575 MAIL SERVICE CENTER WEBS/TE: WWW. DOH. DOT STATE. NC. US
RALEIGH NC 27699-1575
? \,NAT? Michael F. Easley, Governor
O 94G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
? Division of Water Quality
January 3, 2003
Mr. Gregory J. Thorpe, Ph.D., Manager
NCDOT Planning and Environmental Branch
1548 Mail Service Center
Raleigh, NC, 27699-1548
Dear Dr. Thorpe:
Re: EXTENSION to Water Quality Certification Pursuant to §401 of the Federal Clean Water Act,
Proposed I-485 (Western Charlotte Outer Loop). Mecklenburg County
TIP Project Nos. R-2248 AC, AD and BA.
DWQ Project No. 990337. COE #199930776.
Attached hereto is a copy of the Extension to Certification No. 3243 issued to The North Carolina
Department of Transportation dated January 3, 2003.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Sol eel 6 /
Alan W. Klimek, P.E.
Attachments
cc: Wilmington District COE
John Thomas, USACE Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
ARA
WORK
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
T y
}
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, Section .0500. This certification authorizes the NCDOT to incur the
following permanent impacts:
¦ 2.56 acres of jurisdictional wetlands;
¦ 13,791 linear feet of jurisdicational stream channels
in Mecklenburg County.
The West Charlotte Outer Loop project (from Brown Grier Road to I-85) shall be constructed pursuant to
the Application dated April 1999, additional information dated August 20, 1999, and an application
requesting an extension to the certification dated December 4, 2002. The extension requests a change to
the 509 linear feet of on-site stream mitigation site (1018 feet of mitigation) in favor of payment to the
NC Wetlands Restoration Program (WRP).
The application provides adequate assurance that the discharge of fill material into the waters of. Coffey
Creek, Steele Creek, Beaverdam Creek, Little Paw Creek, Ticer Branch, and Paw Creek and their
unnamed tributaries, as well as an unnamed tributary to the Catawba River, 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. If this project changes, you are required to notify the DWQ in writing, and will be
required to 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 this
project incurs additional wetland or stream impacts, additional 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, Non-discharge and Water Supply watershed regulations. This Certification shall expire on June
30, 2004 or on the same day as the expiration date of the corresponding Corps of Engineers Permit,
whichever is sooner.
Condition(s) of Certification:
1. If an environmental document is required, this Certification is not valid until a FONSI or ROD is
issued by the State Clearinghouse.
2. The applicant must follow the appropriate sediment and erosion control practices which equal or
exceed those outlined in the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North Carolina Surface Mining Manual, whichever is more
appropriate (available from the Division of Land Resources (DLR) in the DENR Regional or Central
Offices) and shall be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to assure
compliance with 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 10 NTUs in trout
waters);
p
A
3. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March
1997), specifically using all applicable preventive and control measures during the design,
construction and maintenance of this project. These measures shall be implemented prior to any
ground-disturbing activities to minimize impacts to downstream aquatic resources.
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. Storm water shall be directed to vegetated buffer areas, grass-lined ditches or other means appropriate
to the site for the purpose of pre-treating storm water runoff, and must not be routed directly into
streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized
for storm water sheet flow.
6. All sediment and erosion control devices shall not be placed in wetlands or waters to the maximum
extension practicable. If placement of these devices is unavoidable, they shall be removed and the
natural grade restored after the Division of Land Resources has released the project.
7. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated
with this permit without appropriate modification of this Certification. If this occurs, compensatory
mitigation will be required since it is a direct impact from road construction activities.
8. Placement of culverts and other structures in waters, streams, and wetlands shall be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown
to DWQ that providing passage would be impractical. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down
stream of the above structures. The applicant is required to provide evidence that the equilibrium shall
be maintained if requested in writing by DWQ.
9. Compensatory Mitigation: Compensatory mitigation shall be the same as that approved by the US
Army Corps of Engineers as long as the mitigation required equals a ratio of 1:1 restoration or
creation of lost wetland acres as described in 15A NCAC 2H.0506 (h)(6). The following are the
impacts will be incurred:
a. Wetland impacts of 2.56 acres of riverine wetlands to be mitigated at a 2:1 ratio (5.12 acres of
restoration) at the Long Creek Mitigation Site.
b. Total stream impacts of 13,791 linear feet, including 1,727 linear feet of on-site stream
relocations.
¦ 12,064 linear feet of stream impacts will be mitigated at a 2:1 ratio through an in lieu
payment to WRP for a total of 24,128 linear feet of mitigation.
¦ Due to the failure to provide suitable habitat replacement in the on-site stream relocation, a
modification to this original stream mitigation scheme is necessary. NCDWQ understands
that 509 linear feet of stream impacts will require mitigation at a 1:1 ratio. NCDOT will
purchase an additional 509 linear feet of stream mitigation from WRP.
¦ The remaining 1,218 linear feet of on-site stream relocations shall be designed using natural
channel design and performed and maintained according to approved plans before any
mitigation credit is given. If this Office determines that the stream restoration or associated
riparian area has become unstable, the stream shall be repaired or stabilized using only
natural channel design techniques. Additionally, the vegetation in the riparian area shall be
maintained and/or replaced according to the approved plans. Rip-rap and other hard
structures may only be used if required by the Division of Land Resources or a Delegated
4k
Local Program. Additionally, all repair designs must be submitted to and receive written
approval from this Office before the repair work is performed.
¦ Since the on-site stream relocations are proposed as compensatory mitigation for project
impacts, the restored portions and associated riparian buffer areas shall be preserved in
perpetuity through a preservation easement or some other legally binding mechanism or
agreement. The above easement or other legally binding mechanism or agreement must be in
place before any mitigation credit shall be given. Additionally, physical and biological
monitoring plans shall be followed and reports shall be submitted to this Office after the first
year for a total of five (5) years.
In accordance with 15A NCAC 2R.0500, this contribution will satisfy our compensatory
mitigation requirements under 15A NCAC 2H.0506(h). Until plans are received and approved
for the stream relocation using natural channel design, wetland or stream fill shall not occur.
10. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certification of Completion Form to notify DWQ when all work included in the 401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the Division of Water Quality upon completion of
the project. NCDOT is strongly advised to send in photographs upstream and downstream
of each culvert to document correct installation.
The Applicant shall require its contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification.
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 Permit.
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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This the 3rd day of January 2003
DIVISION OF WATER QUALITY
Alan W. Klimek, P.E.
WQC No. 3243
-4
Mr. Bill Biddlecome
USACE
Washington Regulatory Field Office
P.O. Box 1000
Washington, NC 27889-1000
Dear Mr. Biddlecome:
November 6, 2006
This letter is in response to your request to document the debits from available
wetland mitigation at the Rocky Hock Creek Bridge site in Chowan County. The wetland
mitigation was performed in conjunction with the TIP No. B-3435.
The Rocky Hock Creek site initially provided 0.60 acres of riverine wetland
restoration and 7.36 acres of enhancement. The attached map depicts a total of 0.23 acres
debited for B-3435, Bridge No. 4 over Rocky Hock Creek, and a total of 0.37 acres
debited for R-3850, Highway 17 at Okisko Road.
The following table summarizes the roadway riverine impacts for both projects
and subsequent debits from the Rocky Hock Creek Bridge mitigation site.
DEPARTMENT OF TRANSPORTATION )P?
c
MICHAEL F. EASLEY LYNDo TIPPETf
GOVERNOR SECRETARY
3'.d wb? V v/VI-/V
Y ?q
C
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STATE OF NORTH ?LINA "? ???
?9 jelA
TIP Permit Date
B-3435 2002
Original
Permit
Impacts (acres)
0.17 (USACE)
0.04 (CAMA)
Mitigation Debits (acres)
0.21
Permit Mod 2003
0.016
0.02
(reported as 0.015
In CAMA permit mod)
B-3435 Total
R-3850 2003
0.226 0.23
0.185 (2:1 ratio) 0.37
(Additionally, 3.44 acres of emergent wetlands impacts along the roadside
ditches were offset onsite for R-3850.)
MAILING ADDRESS:
NC DEPARTMENT Of TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone] Or
919-715-1335
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604
-4
If you have any questions or comments, please contact me at [phone].
Sinc ly, . Ia'L
LeiLani Paugh
Natural Environment Unit
PDEA
CC: Cathy Brittingham, NCDCM
4`6hn Hennessy, NCDWQ
Travis Wilson, NCWRC
Byron Moore, PE, NEU
Clay Willis, Division 1 DEO

-NOV-2006 10:06
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OF W A'T,- Michael F. Easley,'Governor
William G. Ross Jr., Secretary
O? Q9 North Carolina Department of Environment and Natural Resources
r- Gregory J. Thorpe, Ph.D.
> -
-? Acting Director
Division of Water Quality
October 22, 2001
DWQ # 01-1377
Guilford County
Mr. S. L. Hall nV d
District Engineer FILE / sQ
District 2, Division 7
1584 Yanceyville Street
Greensboro, NC 27415
Dear Mr. Hall:
On September 20, 2001 the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plan
to fill wetlands for the purpose of upgrading SR 3342 in Guilford. Approval from DWQ is required to disturb these wetlands. Please
provide seven copies of the following information and refer to the DWQ # listed above in your reply. The application requests 0.9 acres
of wetland impact while the cover letter (dated July 30, 2001) indicates 0.09 acres of wetland impact. Please clarify. Also please
address whether relocation of this pipe would drain the adjacent wetlands.
Please call Cynthia Van DerWiele at [phone] if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505©. The processing time for this
application will begin when this information is received. If we do not hear you by writing within three (3) weeks we will assume you no
longer want to pursue the project and will consider it withdrawn.
cc: Winston-Salem DWQ Regional Office
Raleigh Corps Engineers
Central Files
File Copy__
Cynthia. Van DerWiele

Eft
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone] Customer Service
1 800 623-7748
F vN Amicnaei v. tasiey, uovemor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
pj Alan W. Klimek, P.E. Director
Division of Water Quality
> b'_3 d'
August 30, 2006 a ? 0
Yadkin County ??
DWQ # 98-0771
Philip S. Harris, III P.E.
North Carolina Department of Transportation
Project Development & Environmental Analysis
Office of Natural Environment
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
RE: Bethel Church Mitigation Site, Yadkin County, TIP No. R 2120AB
Dear Mr. Harris:
Sold 1?1
This correspondence is in reference to your letter dated April 19, 2006, regarding the Bethel Church
Mitigation site located in Yadkin County, North Carolina. This site is being utilized by the North
Carolina Department of Transportation as compensatory mitigation for the R-2120AB project.
By copy of this letter, we are notifying you that no further monitoring of the site will be required since the
construction and success criteria for the mitigation site has been met. We respectfully request that you
work with the NCDOT Roadside Environmental Unit to treat for kudzu and tree of heaven present
adjacent to the mitigation site to preserve the quality of the mitigation site for the future.
Thank you for your time and cooperation. If you have any questions, please contact Sue
Homewood at 336-771-4964.
mek, P.E. ?...
cc: Jason Elliott, NCDOT - PDEA
John Thomas, US Army Corp, Raleigh Field Office
Kathy Matthews, Environmental Protection Agency
Marla Chambers, Wildlife Resources Commission
DWQ Winston-Salem Regional Office
DWQ Transportation Permitting Unit, file copy
N?o ehCarolina
Transportation Permitting Unit "'bra«t?
1650 Mail Service Center, Ralegh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: http•//h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
0? VVHIFR
EAP
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 25, 2006
Guilford County
DWQ # 98-0349
Philip S. Harris, III P.E.
North Carolina Department of Transportation
Project Development & Environmental Analysis
Office of Natural Environment
1548 Mail Service Center
Raleigh, North Carolina 27699-1548

RE: I-85 Greensboro Bypass On-site Stream Mitigation Sites, Guilford County, TIP No. I-2402A, B, & C
Dear Mr. Harris:
This correspondence is in reference to your letter dated May 22, 2006, regarding the above referenced
mitigation sites located in Guilford County, North Carolina. These sites are being utilized by the North
Carolina Department of Transportation as compensatory mitigation for the I-2402A, B, & C projects.
By copy of this letter, we are notifying you that no further monitoring of the site will be required since the
construction and success criteria for the mitigation site has been met.
Thank you for your time and cooperation. If you have any questions, please contact Sue
Homewood at 336-771-4964.
Sinc?ly,
an W. Klimek, P.E.
cc: Jason Elliott, NCDOT - PDEA
John Thomas, US Army Corp, Raleigh Field Office
Kathy Matthews, Environmental Protection Agency
Travis Wilson, Wildlife Resources Commission
DWQ Winston-Salem Regional Office
DWQ Transportation Permitting Unit
- One
No thCarolina
Transportation Permitting Unit Aduralip,
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper .
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Mr. Jim Mills, P.E., Division Engineer
NCDOT, Division 7
1584 Yanceyville Street
Greensboro, NC 27415
o Z&Uo3
1? fi- NCDENR

May 10, 2002
Re: Permit Application for the proposed replacement of Bridge Number 68 on Bama Road (SR 1718)
over South Hyco Creek in Caswell County
DWQ No. 020603, TIP No. B-3318
Dear Mr. Mills:
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:
The project as presently proposed calls for replacing a bridge with a culvert. The waters being
impacted are classified as WS 11 HQW. The application fails to provide any information regarding the
bankfull discharge or cross-sectional area, or stream profile information. Given that the project plans
to replace a bridge with a reinforced concrete box culvert, we need the requested information to assist
in the determination that the project will not result in a destabilization of the stream. In addition, please
assess the.potential for an upstream and downstream cross vane to be constructed at the project site.
Also, provide the proposed design specifications for the cross vane installation. If you believe the
requested' design changes are problematic, please provide additional information detailing the
engineering rationale, and provide an alternative design that provides for stream stability.
• The plan will need to incorporate a commitment to the use of sediment and erosion control Best
Management Practices as described for High Quality Waters entitled "Design Standards in Sensitive
Watersheds" (15A NCAC 04B .0024) throughout design and construction of. the project.
• The plan will also need to incorporate a revegetation plan for the entire area located within the
construction limits of the project.
• Based on the bankfull discharge and cross-section information, NCDOT will need to design the culvert
sills such that the elevation of the tops of the high flow sills (outside sills) is equal to the project
elevation of the bankfuli discharge. In addition, the low sill (inner box culvert) will need to match the
width/depth ratio of the low flow channel. cross-section. The net result should be a series of sills that
match the bankfull cross-section as close as possible.

Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
A.
State of North Carolina
5
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director
Therefore, pursuant to 15A NCAC 2h .0507(a)(5), %ye 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,
C? John R. Dorney
Water Quality Certification Program
cc: DWQ Winston-Salem Regional Office
US Army Corps of Engineers Raleigh Field Office
File Copy
C:\ncdot\TIP B-3318\correspondence\020603h1d.do6

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Certified Mail Return Receipt Requested
Mr. D. R. Henderson, PE
NC DOT Hydraulics Unit
1590 MSC
Raleigh, NC 27699-1590
Subject:
Dear Mr. Henderson:
June 24, 2002
Bridge No. 68 on SR-1718 (B-3318)
DWQ Project No. 020603
Caswell County
The Wetlands Unit received your response to the request for additional information dated June 18, 2002. Staff reviewed
the information provided and determined that additional information is necessary to establish that the proposed culvert will
not result in destabilization of South Hyco Creek. The required additional information is as follows:
This Office agrees with your statement that the introduction man-made controls would interfere with the natural equilibrium
of this stable stream system. This is why more information and additional measures have been requested by this Office to
ensure that the placement of the proposed culvert that restricts the existing floodway will not destabilize the stream.
General Water Quality Certification No. 3375 Condition No. 9 states in part:
"Design and placement of culverts including open bottom or bottomless arch culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may
result in aggradation, degradation or significant changes in hydrology of wetlands or stream beds or
banks, adjacent to or upstream and down stream of the above structures. The applicant is required to
provide evidence that the equilibrium shall be maintained if requested to do so in writing by DWQ.
Additionally, when roadways, causeways or other fill projects are constructed across FEMA-
designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands."
The proposed changes to the stream morphology by the addition of the culvert may have a dramatic impact on the
stability of the stream, both up and downstream of the proposed impact, by changing the channel's ability to transport its
bedload in its current state of equilibrium. Your letter of June 18, 2002 does not include enough information for this Office
to determine or predict whether or not the stream's ability to transport its bedload without aggrading or degrading can be
achieved with the current culvert design. This is of particular concern in waters classified as WSII HQW (water supply 11,
high quality water). As such, you must demonstrate that the proposed culvert will not destabilize the stream and that
equilibrium will be maintained.
Additionally, based on the cross section drawing provided, it appears that the channel would be widened match the
elevation of the proposed outer (higher) sills as opposed to the outer culvert sill elevations being designed to match the
"bankfull" elevation of the existing channel. Also, the cross sectional area as well as the width and depth of the opening
below the "bankfull" elevation should match that of the existing channel below the bankfull elevation.
Finally, the application must include the commitment to use the erosion and sediment control practices and the p.lanting
plan requested in our May 10, 2002 correspondence.
In any event, I would like to suggest that we schedule a meeting to discuss this matter as similar situations are likely to
arise. The aim of this meeting would be to develop specific protocols to address this situation so that we do not have to
put these (and similar) projects on hold in the future.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, INC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
rage e-, of z
Until this information is received, I will place this project on hold due to incomplete information (15A NCAC 2H .0507(a)). If
you have any questions or would like to set up a meeting to discuss this project, please contact Todd St. John at (919)
733-9584.
Sincerely,
!/ Vf.
ley
Unit Supervi or
cc: Winston-Salem Regional Office k-,,/
Mr. Roger Sheets, Deputy Secretary
Ms. Jean Manuele, USACE Raleigh Regional Office
Mr. J.M. Mills, PE
Mr. J.D. Goins, PE
Greg Thorpe
Coleen Sullins
John Hennessy
File
r

04!27/99 14:25 FAX [phone] ME, INC.
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lk? Q1 jQa
%Ny
4 STATE OF Nm7m CAROLINA
DEPARTMENT OF TRANSPORTATION
)AmEs B. HuNf JtR- P.O. BOX Z520l. RALEIGH. N.C. 27611-5201
GovEmoA
July 17, 1998
MEMORANDUM TO: Ms. Cyndi Bell
DWQ-DENR
FROM: William D. Gilmore, P. B., Manager
Planning and Environmental Branch
10 02

E. Nomus TOLsoN
SEi=ArV
SUBJECT: Request for Comments for Group XV Bridge Replacement
Projects
The North Carolina Department of Transportation has retained Barbara H. Mulkey
Engineering, Inc. to prepare the planning and environmental studies (Categorical
Exclusions) for the replacement of six (6) bridges in North Carolina. The bridge
replacement projects are included in the 1998-2004 North Carolina Transportation
Improvement Program (TIP).
The purpose of this letter is to solicit your input concerning the potential impact of the
proposed projects upon social, economic, demographic, land use or environmental
conditions near the projects. Attached are vicinity maps of ft fallowing projects:
' 1. B-2583, Madison County, Replace Bridge No. 328 on SR 1001 over the French Broad
River
-7. B-3197, Haywood County, Replace Bridge No. 79 on SR 1112 over the West Fork
Pigeon River
3. B-3191, Henderson County, Replace Bridge; No. 6 on SR 1339 over the South Mills
Pdver
4. 13-3196, Jackson County, Replace Bridge No. 193 on SR 1157 over the Thorpe Dam
spillway
15. B-3238, Rutherford County, Replace Bridge No. 28 on SR 2138 over the Second
Broad River
---6. B-3660, Haywood County, Replace Bridge No. 204 on SR 1334 over Fines Creek
Please note that there will be no formal interagency scoping meeting. This letter
constitutes solicitation for scoping comments related to these projects. To allow us to
fully evaluate the impacts of the proposed projects, please respond in writing by August
19, 1998, concerning any beneficial or adverse impacts relating to the interest of your
agency.

04/27/99 14:35 FAX [phone] ME, INC.
rw

If you have any questions or comments concerning these projecrs, please contact Ms_
Stacy Baldwin. P_ E. of this Branch at [phone], ext. 264 or Mr. Bill Hood, P_ E_,
Barbara H. Mulkey Engineering, Inc. at [phone], ext. 14.
WDGI
Ca 03
Attachmenu
04/27/99 14:35 FAX [phone] ME, INC.
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M
Facsimile Cover Sheet
To: Jahn Hennessy
Company: DNQ-DENR
Phone:
Fax: [phone]
From:
Company:
Rhone:
Fax:
Date:
Pages Including this
cover page:
Kevin Austin, P. E.
Barbara H. Mulkey Engineering, Inc
851-1912 (Ext. 16)
851-1918
4/27/99
9
Comments:
This is a copy of the July 17. 1998 letter we sent out to your department
requesting comments on the Group KV bridge replacement projects.
Please respond by May 24, 1999. If you have any questions or require
additional information, please give me a call. Thank you for your
assistance with this matter.
[a 01
14
,? O-C)-3 2?7
ANNUAL REPORT FOR 2003
Little River Bridge Mitigation Site
Richmond County
TIP No. B-2608
"RTC
a, ? t A C
t a? ;
Prepared By:
Natural Systems Unit & Roadside Environmental Unit
North Carolina Department of Transportation
December 2003
TABLE OF CONTENTS
SUMMARY ...........................................................................................................1
1.0 Introduction ...............................................................................................2
.1 Project Description .........................................................................2
.2 Purpose .........................................................................................2
.3 Project History ................................................................................2
2.0 Vegetation: ................................................................................................ 4
.1 Success Criteria .............................................................................4
.2 Description of Species .....................................................................4
.3 Results of Vegetation Monitoring ....................................................4
.4 Conclusions ....................................................................................4
3.0 Overall Conclusions and Recommendations .............................................4
FIGURES
Figure 1 - Site Location Map ...............................................................................3
APPENDICES
Appendix A - Site Photos .....................................................................................5
SUMMARY
The Little River Bridge Mitigation Site is located in Richmond County. The site
was planted in 2001 and was designed as wetland mitigation for impacts
associated with bridge project B-2608.
The mitigation encompasses approximately 2.48 acres of wetland restoration.
The restoration effort involved re-vegetating the area that was temporarily
impacted due to mechanized land clearing. The area that was impacted by
mechanized clearing is being monitored to ensure that it re-attains wetland
jurisdictional status. The restoration area was re-vegetated with bottomland
hardwood species. No hydrologic monitoring is required for this project;
however, vegetation monitoring is required for three years.
After the first year of monitoring, the Little River Bridge Site shows, by visual
observation, that the planted species in the wetland are surviving and that the
impacted area is re-attaining jurisdictional status.
NCDOT recommends continuing vegetation monitoring on this site
1.0 INTRODUCTION
1.1 Project Description
The Little River Bridge Mitigation Site is located at Bridge No. 4 over Little River
and Bridge No. 27 over Little River Overflow and approaches on NC-73 East of
Little Mills (Figure 1). The site consists of approximately 2.48 acres of mitigation
for wetland impacts associated with project B-2608.
1.2 Purpose
In order for a mitigation site to be considered successful, the site must meet
vegetation success criteria. This report details the vegetation monitoring in 2003
at the Little River Bridge Mitigation Site. Hydrologic monitoring was not required
for the site.
1.3 Project History
March 2001 Site planted
September 2003 Vegetation Monitoring (1 year)
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NCOOT HIGHWAY MAP
SCALE. t'
APPROXIMATE LOCATION
RICHMOND COUNTY

Q NOTE: ALL LOCATIONS ARE APPROXIMATE.
6
FIGURE f
SITE LOCATION MAP

TIP #B-2608
BRIDGE REPLACEMENT
#4 & 27 ON NC 73
RICHMOND COUNTY, N.C.
3
2.0 VEGETATION: LITTLE RIVER BRIDGE MITIGATION SITE
(YEAR 1 MONITORING)
2.1 Success Criteria
Success criteria states that the temporarily impacted area where mechanized
clearing occurred shall be replanted using bottomland hardwood species and the
temporarily impacted area must re-attain jurisdictional status at the end of three
years.
2.2 Description of Species
The following wetland species were planted in the Wetland Reforestation area:
Salix nigra, Black Willow
Betula nigra, River Birch
Quercus nigra, Water Oak
Quercus falcata var. falcata, Southern Red Oak
Quercus falcata var. pagodaefolia, Cherrybark Oak
2.3 Results of Vegetation Monitoring
The impacted area where the mechanized clearing occurred and was re-
vegetated is re-attaining jurisdictional status and the planted species are
surviving.
2.4 Conclusions
There were approximately 2.48 acres of wetland restoration on site. There were
no plots established; however, visual observation shows that the planted species
are surviving and that the impacted area is re-attaining jurisdictional status.
3.0 Overall Conclusions and Recommendations
NCDOT will continue vegetation monitoring at the Little River Creek Bridge Site.
APPENDIX A
SITE PHOTOS
Little River Creek Bridge

r
Photo 1
Photo 3
.;r

Photo 2
Photo 4
2003
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
April 30, 2007
Mr. Eric Alsmeyer
Raleigh Regulatory Office ACOE
6508 Falls of the Neuse Rd. Suite 120
Raleigh, NC 27615
Re: Poplar & Marks Creek Bridge Mitigation Sites, Wake County, State Project No.
8.1402202, TIP No. R-2547, Action ID No. 200220819, DWQ Proj. No. 011689
Mr. Eric Alsmeyer:
As you are aware, the Department has monitored the Poplar and Marks Creek Bridge Mitigation
Sites since construction in August of 2005. Located in Wake County, these two sites are
adjacent to the US 64/264 Knightdale bypass (R-2547) at the Poplar Creek and Marks Creek
stream crossings. These sites were planted with bottomland hardwood species and monitored to
ensure that the wetland and buffer areas where temporary fill was placed have become
revegetated. According to permit conditions, NCDOT was required to monitor the Poplar and
Marks Creek Bridge Mitigation Sites visually for five years or until the regulatory agencies waive
this requirement in writing; hydrologic monitoring was not required for this project. After the
growing season, an annual monitoring report was submitted to the appropriate regulatory
agencies via the Natural Environment Unit's (NEU) website.
After two years of vegetation monitoring, the Poplar and Marks Creek Bridge Mitigation Sites
show that the planted vegetation is surviving and the wetland and buffer areas have revegetated.
The monitoring data is provided within the annual monitoring reports available on NEU's
website for 2005 and 2006. A site visit was held with the resource agencies on April 26, 2007.
During the site visit it was determined that both the Poplar and Mark's Creek sites were
successful and that no further monitoring would be required.
NCDOT requests that the appropriate resource agencies provide documentation stating that no
further monitoring is required and that the site is closed. If you have any questions about this
project, please contact Mr. Randy Griffin at [phone].
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BOULEVARD
1598 MAIL SERVICE CENTER WEBSITE: WWWWWOT.ORG RALEIGH NC
RALEIGH NC 27699-1598
f
Sincerely,
Philip . Harris, III, P.E., Unit Head
PDEA- Natural Environment Unit
cc: Mr. Rob Ridings, DWQ
Mr. Travis Wilson, WRC
Ms. Kathy Matthews, EPA
Mr. Gary Jordan, USFWS
Mr. David Harris, P.E., NCDOT-REU
Mr. Chris Murray, NCDOT-DEO
Location details for existing LATT restoration project
A ?c? vy\cf\ce_ (6,
Subject: Location details for existing LATT restoration project
From: Tom Yocum <[e-mail]>
Date: Wed, 06 Jun 2007 10:24:51 -0400
To: Steve Kroeger <[e-mail]>, Michael Herrmann <[e-mail]>
The recently constructed stream restoration project that I've talked to you about--
stream--UT to Dry Creek, 0.3 miles west of NC 87.
upstream end of project is at Powerline Road, extends the 2000 feet to Gerringer Road, and then an
additional -600 feet downstream from Gerringer Road.
The lat/lon coordinates for Gerringer Rd. at the project are: 36.1182 and 79.4902.
Tom Yocum
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
Cell: [phone]
. ............ ..
Tom Yocum <[e-mail]>
WSRO
NC DENR
............................... . ............. . . ........................ . . . . . . ........... .... ... . . . . . . . ......... _ ....... . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................
1 of 1 6/6/2007 3 .19 PM
1
3
As stated in tables 1 and 2, sites I, III, V, VI, VII, and VIII involve impacts to wetlands
and sites I through VII and IX involve impacts to surface waters. A vicinity map depicting the
location of each site is included for reference.
Several mitigation ortionc are ourtently_being conside?od_to_offset unaYOidable acts t0-
jurisdictional surface waters and wetlands. Potential on-site restoration, creation and
enhancement opportunities are being investigated. Additionally, a search for suitable mitigation
sites in the Catawba River basin for both surface water and wetland mitigation is currently being
conducted. NCDOT has identified several sites containing possible mitigation opportunities.
Entry permits have been obtained and feasibility studies are currently underway.
In summary, impacts to waters of the United States total 0.78 acres of jurisdictional
wetlands and 2,611 linear feet of surface waters due to roadway fill, pipes and culverts. Enclosed
is a completed notification form and drawings that depict impacts to waters of the United States.
Based on the discussed impacts to waters of the United States, the department requests
authorization under a Section 404 Individual Permit to construct the project. By copy of this
letter and application, the department also requests that the DWQ review this project for 401
Water Quality Certification.
Thank you for you assistance. If you have any questions or need additional information;
please contact Mr. Lindsey Riddick at [phone], extension 315.
Sincerely,
H. Franklin Vick, PE, Manager
Planning and Environmental Branch
HFV/plr
Attachments
cc: Mr. John Dorney, DWQ
Mr. Whit Webb, P. E., Program Development Branch
Mr. R. L. Hill, P .E., State Highway Engineer - Design
Mr. A. L. Hankins, P. E., Hydraulics Unit
Mr. William J. Rogers, P. E., Structure Design Unit
Mr. Tom Shearin, P. E., State Roadway Design Engineer
Mr. W. D. Smart, P. E., Division 13 Engineer
Mr. Mark Davis, Western Mt. Region Coordinator
Mr. David Cox, NCWRC
Ms. Kathy Matthews, EPA
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
• !33 CFR 325/ Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send
?mments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to
Department of Defense, Washington Headquarters Service Directorate of InformationOperations and Reports, 1215 Jefferson Davis Highway, Suite
1204, Arlington, VA 22202-4302: and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Washington, DC
20503. Please DO NO RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
.ority. 33 USC-401,-Section -1fl;-4413, Section- Principal .
. -.lose: These 'a Perm- - or-affectinM
• .
•- -
navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged
material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form will be used in evaluating the application
for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit application cannot be
processed nor can a psmtit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
1. APPLICATION NO. 12. FIELD OFFICE CODE 13. DATE RECEIVED 4. DATE APPLICATION COMPLETED
5. APPLICANT'S NAME
NCDOT - Planning and Environmental Branch
6. APPLICANT'S ADDRESS
P. 0. B ox 25201
Raleigh, NC 27611
8. AUTHORIZED AGENT'S NAME AND TITLE fan &Wt Is not required)
H. Franklin Vick, P.E., Manager
9. AGENT'S ADDRESS
a. Residence a. Residence
b. Business [phone] b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
R-2596A
13. NAME OF WATERBODY, IF KNOWN iirsppiieabie)
14. PROJECT STREET ADDRESS (ifspokebw
See Drawings
15. LOCATION OF PROJECT
McDowell NC US 221
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS,. IF KNOWN, iseeinstrucrions)
US 221 from NC 226 to North of SR 1573
17. DIRECTIONS TO THE SITE
fix, +±ar?hpta vicinity Map.
1 8. Nature of Activity (Description of project, include ell features)
Upgrade the existing two-lane roadway to a multi-lane roadway partially on new location.
19. Project Purpose /Describe the rosson or purpose or me pmiscl, see rnsuucrtons,
To improve traffic flow along US 221 and to improve safety through improvements in
the horizontal and vertical alignments of the roadway
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
The project. is a linear project. Topographic and safety restrictions severly
limit avoidance alternatives.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
See drawings and summary sheet.
22. Surface Area in Acres of Wetlands or Other Waters Filled iseeinsnuctions)
0.78 acre
23. Is Any Portion of the Work Already Complete? Yes No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
See attached list.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
'Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made fot a ermit o pe s to authorize the work described in this application. I certify that the information in this
application i o plate an c ate. I rt r certify that I possess the authority to undertake the work described herein or am acting as the
dul ut or' d' gent of , plica
-- - URE VF APPLICANT - - -- -- D AE SIGNATURE OF AGENT - ---DATE - -
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
f. stateme^ - -
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BERM GUTTER -
STA 4+963 -LREV- ?' pfd
9
\ ?\ \ 3&5w ?! 49.40 0.6m BASE DITCH/ mA? T14
2U CLASS 'B' RP HAP 4-M gp/1r(cN BEVERLY
\ SEE DETAL}P
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ECIAL
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DITCH GRADE
SEE PROFIL < p
ES
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SPECIAL MEDIAN 29AW BERM GUTTER
DITCH GRADE - 95l STA 5+000 -LREV-
SEE PROFILES ?? i ?- - - -SPECIAL 1
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_,,,,,-EXTEND ENDS
2-GI - Y- - 1 N L6-"
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n ' '?? 375 }
- - - - - - - - - - - - - - - - - ---
- - - -- 2 ----- -----CAT-I --- ----
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lkr- /q/? j
23
-....+-?,.?, •{XEY-STA5-0?
a3z T TAE 2621"
BEGIN SHOULDER 85.49' \ .?.. 29DA (RT)
EiqD
Syr ;' - ?- BERM GUTTER - - --5 93/
trc ' ' _ _
- - STA 4+9 -C ?V W I \ BERM GL ITT
STA 4+990 -LREV- - - -
WOWS
CLASS 'B'RIP -RAC'
t- - - - - - - - ' ?oRTI.1 P-0RL_ 1vEQ
APPALACHIAN HOLDING CO. '
429,&?G 892 ??11 - -
WOODS ; S --Oi0^' W• •' • • .. .. , • - - .. .. .. • • • .
---Cof 1
oC1° A JOHN H. LONOF
j? D8 123 PG !
-----------=------------se---------------- -------------------------------------
-----------------------------------------------
? I
OSN0TES FILL Ihl WETLAND
DENOTES FILL NJ SURFAI._.F
- WATERS,
SCALE
?rn lOrn ZuM 4On N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SITE
McDOWELL COUNTY
8-TS71101 R-2596A
L'S 221 FROM SIC 226 TO NORTH
OF SR 1566
SHEET o2:?- OF 3,0
X25960 - ---------------- ?i9
mono

46 -Y3REV- STA 1-034
--
"
mOQg?45 -r-
x /AG nv
WOODS

-"- -YJREV- STA.Jl=
Win (Rf) I
?
J
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oe
BEVERLY L.FCSTER Jv
oo
e OB 282 PG T43 I

I I
/?7Avri?1 ?KArICF( I ? I
l
JREV- STAh095 I I I
459

CIAL DITCH

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SLE OCTAL C i - ' O : +7 J
J
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]U
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SP CIIALLIT iREV- '5-231 -CREV- SrAS•aiS - - •

GRASS INED

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LAT
GRASS
SEE --
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4-M UNDER GRAIN R 0M ED

/

280 n
cl 7"W FROM STA 5+100 TO STA h
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ll
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um
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3 MIN
75

a+ ? s

T CLASS RIP RAP ? -?- basy?

- - - - - - -
'!AN T - - - TEV sris 100m LL na•
_ / - - STAS'ASb ' ?1 (RT)
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- - Xom (Rf) - - -
9"
- -- - -
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DENOTES FILL Ihl Wi;YLANp
SS SSE
0, 10, 20, 401
SITE ffi
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
McDOWELL COUNTY
8.7871101 R-2596A
US 221. FROM NC 226 TO NORTH
OF SR 1566
SHECT .2(o OF 30
? t
I S
GUY N. LONG
D8 123 P'
i 1 -- -- -- ? ? (Q -UtEV- STA5-Wot7 Q
I II / bO lLT! x677
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SEE DETRII. C
4
LT? \
EXIST. DED MATERIA
I S F BUS

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w
1 CANOPY

21 COW
/ LY.IST.I3ED AT
57-5.600
Z? (AT)

-
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- ' dON [Rl 1 WOODS 5-60.

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820'
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C. F. LONON /4
D8 97 PG 231
' J9\! t?rol! ?? BED MATERIAL C 130 TbNS
9
- ?° CHANNEL EXCAVATION 4 1,1 '
v! ?^? CULVERT EXCAVATION 8 BOnI
WOODS
DF_No-rE5 r-ILL IIJ SUaf-Alf- NOTE: EXTRA BARREL ADDED
- - - WA'TCR5_ -_. _- ! FOR [SEAR CROSSING
SCALE
1®
0,, 10, 20, 40,n
SITE ?
N . C . 1)1:'PahTMENT OF TRANSPORTATION
DT\/ISION OF HIGHWAYS
McDOWELL COUNTY
8.T871101 R-2596.
US 221 FROM NC 226 TO NORTH
OF SR 1566
SHEET -2^7 OF 30
Natural
Ground -?
DETAIL A
STREAM RELOCATION
( Not to Scale )
b Proposed
Fill Natural
?- Slope Ground
L\ 4
Filter Fabric--/ / FB7I Min. D = 1.25 m
Max. d = 0.5 m
Type of Liner = NAT. BED MATERIAL
- L REV- STA. 1+200 TO 1+280
- L REV- STA. 1+360 TO 1+560
- L REV- STA. 2-F890 TO 2.990
?- Exist. Stream
b.UAR m i
B= 2.0 m }
DETAIL
STREAM RELOCATION
I
( Not to Scale )
b Proposed
?- Fill Natural
Natural ?--- Slope Ground
Ground
Min. D = 1.2 m Exist. Stream
Filter Fabric B
Max. d= 0.5 m b= 3-6 m
Type of Liner =NAT. BED MATERIAL B= 3 m
- L REV- STA. 3+520 TO 3+620
N.C. )PPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
>ICDOWELL COUNTY
8.T871101 R-2596.
US 221 FROM NC 2'6 i'O \ORTH
OF SR 115 66
SHEET o?$ OF 30
A v
PARCEL NO. PROPERTY OWNERS PARCEL NO, PROPERTY OWNERS
1 ROBERT E. MCCALL,M.D. 7 JOHN H. LONON
400 AVINGER LN. P.O. BOX 571
APT. 327 ST. PAUL, VA. 24283
DAVIDSON, N.C. 28036
3 M.L. GOOD, HEIRS 8 BEVERLY L. FOSTER
% REED GOOD,JR. RT.3, BOX 363
RT.2, BOX 437 MARION, N.C. 28752
NEBO, N.C. 28761
4Z GRACE G. SMITH 12 W.G. LONON
X L.J. GREENLEE RT.3, BOX 48S
RT.3 MARION, N.C. 28752
MARION, N.C. 28752
S APPALACHIAN HOLDING CO. 14 C.F. LONON
% ROGER ANDREWS RT.3, BOX 481
RT.3, BOX 262 MARION, N.C. 28752
MARION, N.C. 287S2

. C . DEPARTMENT OF 'FR NSPORTaTION
DIVISION OF HIGHWAYS
?lcl)OWELL COUNTY
8.T871I01. P-2596.E
US 221 i R0?( \C 226 TO NOI',TH
OF SR 1566
S(-IEET,?9 0_30
t
I v
I
SUMMARY SHEET
I
I
SITE

STATION

CLEARING IN

_ FILL IN _

FILL IN

_LENN-GTH OF

_ LENGTH{ O.F_

-EXLST_ING_LEIlGTH
WETLANDS WETLANDS SURFACE EXISTING RELOCATED IN CULVERT CULVERT LENGTH
I (ha) (ha) WATERS STREAM STREAM
(ha) (m)
(m)
(mi
(m)
I 1+200-LREV-
TO 1+560-LREV- 0 0 .046 303.0 304.0 34.5 0
II 1+680-LREV- .003 .008 002 25.0 0 28.0 103.0
i III 1+880-LREV-

i TO 2+240-LREV- 0 .002 0 485.0 160.0 14.0 326.0
IV 2+620-LREV-

I TO 2+730-LREV- 0 0 0 100.0 0 0 100.0
V 2+890-LREV-
I
i ' TO 2+990-LREV- 0 .042 .017 170.0 124.0 21.0 73.0
VI 3+S30-LREV-

i TO 3+120-LREV- .05 .129 0 154.0 107.0 13.0 60.5
VII
i 4+910-LREV- .006 .025 0 45.0 0 13.0 56.0
VIII 5+160-LREV-
TO 5+220-LREV- .002 .045 0 0 0 0 0
IX 5+680-LREV- 0
------ 0
------ .012
---
- 0 0 9.0 38.0

TOTALS
.061
.251 -
-
.077 ------
1282.0 ------
05.0 ------
132.S ------
756.50
i
I
)
NOTE: ALL SITES ARE ABOVE HEADWATERS EXCEPT FOR SITE IX
I
N.C. DEPAR MENT OF TR.llr;SPORTATICN
DIVISION OF HIGHWAYS
McDDOWE_ L. COUNTY
S.T8 I1101 R-259 G.,
US 221 FRO?1 NC 226 NOR?'i-l
OF Sii 1566
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. E. NORRIS TOLSON
GOVERNOR SECRETARY
April 26, 1999
MEMO TO: John Hennessey, Water Quality Specialist (Transportation)
Division of Water Quality PAYMENT
FROM: P?c M. Randall Turner, Senior Environmental Officer RECEIVED
Project Development & Environmental Analysis Branch
SUBJECT: Minor Permit Modification: The Proposed US 64-264 Bypass of
Manteo from West of Manns Harbor to NC 345 South of Manteo,
Dare County; TIP No. R-2551; State Project No. 8.T0511401;
l
Federal Aid Project No. NHF-64 (6) I "1,- ow
REFERENCE: NCDOT's April 7, 1999 Letters to the USACE and d the NCDCM
The referenced letters, copies of which were provided to you, describe a minor design
modification which will result in an additional impact to wetlands of 0.21 acre over and
beyond impacts already permitted by Section 401, Section 404 and CAMA permits.
Enclosed please find a check in the amount of $200.00 to cover the cost of processing a
minor modification to the Section 401 Water Quality Certificate. Please expedite
issuance of the permit modification to ensure that programmed construction letting of the
next section of the project is not delayed. It is critical that the Division of Coastal
Management receive your action letter NLT May 7, 1999. Please fax authorization to
Doug Huggett @ [phone].
Thank you for your time and your cooperation.
Enclosure
Cc: D. R. Conner, P.E., NCDOT
Doug Huggett, NCDCM
P.O. Box 850, Edenton, NC 27932 [phone] Fax: [phone]
_ _
- - - . - ~ ~t. I
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~ ` \ tIATIONAL HISTORIC SITE 1 r Ught: ~ 1 s I
Pond, - - ~n _ Raleigh Raleigh ~ I - Y ~ ~ 3
- _ ~ v ~ Q~ 'F° - - - \a 1 ~ _ a 3 / _ ` 2
\ a. vv~ ~ 6 ~ y~ ~ 3 `v vv ~ ra . _ Piling ~ ~ . ~ ~ I n,ti -l= ' !r ~ ~ ~ ~ d~ n ~y+~ _ o p ~ 7.
1 z o, _ vvv. ri,n~7/?~ I y ms`s , i ~ ~r~ a ~R.. I
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Ill6 ~ yl1 - ~ S~~ ~ ~ ~i',~~ y, 11
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_ _ - - ~ ~ ~ .1 _ _ _ c~ ~ ~ : , 1 • ~ : ~ 1 ~ ~ •i~ ~'y-~ ~ a ALTERNAT I VE 2 1 ugh ~ ~ , l .01 - //A1 - ~ 1
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~ - ~ I ~ _ / a ~ is ~ , N X9 / - 1 ~ ~ ~ - ~
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~ _ - , I ~ , ~ ~--~.1"~ - ~ rs _ - _
}ALTERNATIVE 3 ~ _ , , , , _ ~ raj 71 1.1 ~ I :'~.1~~ - - - ~
- - - ~ a ~ ~ ~ 8 1 ~~em, 7h~~ - irr Ballast ~ ~ - ~ ~ti%'`iF•i 1- ~I ¢ ~~Q Point. I
I = _ _ - - ~ _ ~ Redstone:.... • ~ ~ ~c~.~~. nd Pin o~ l ~ Sa o t
,j Zx\ - s- ~ \ - la ~
_ ~5 y RO ~ ~ ~ l ~j t' - - - 1:~ FERR ~ \ ~ 1 ~ ~ - ~•'a~.~.v.•.~~~ Sh~~llowb+zg Bay - ~1` • • a•• ~ - ~
i a I ll 113`,. ~g=1 -"-~;'A light ~ 50~~~ a ~ ~ ~ ~ 9 l5 J ~
CR ty i - ~ ~I ~ ~ Ir j _ Bf9 ~ i _ ~ - „ y ~ Piling ~ I ~ ~ `I Burnside Headat 1 \ Burnside Headauartersi• u ~ 1123 ,Pd.t %~t • - i ~_Ao ~f : ~n~_ 2 - 2
xQ - ~ 8 ~ ` v ~V /12~ (Historical Si
~ v i ~ ~ ~~v~ i
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I . ~ pi ~ ~ `V ~ . a v ~~'hV' ~ fii ~v ~ Z Z - - _ .,Well Fields ~ - - _ _-,-;i--`~ - - - - ~,c~ Site, :v ~ o ~ - - - - -
- 5~ V ~ 8 \J ,I. - 1 _ ~
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I _ -•5 . B ~ 8~vv ~ ~ r:. _ ~ _ 5 'r - - - - _ - -ji"``~
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~ ~ - ~ . ~ ~ ` , f~- - - ~ - _ - - - = ~ _ - - - - n - _ - - _ - ~ A
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r - ~ = • . ALTERNAT ~y . ,
NATIVE 1-A . - - - ~ ~ - _ - - ALTER _ - - - ~ _ v~.~,,~-~ `v ~ - ~ "v END PROJECT
_ • ...u. •u.uu.u.uuu..u.u.ua ems. %1 - - ~ - - - - _ - _ _ _ _ v,-_;_- ~
_ ~ : ~Ianns :t~ , , - - - ~ T.... u~~,..u..u...°.. ~g rl~ - - - _ ~ - _ _ _ _ _ ~sn~~ ~ ~ ~ - ~._~1- ~ _ _ _ _ _ _ _ - - ~
Harbor ~ ll~~ ~ -a - - - 1 = _ - _ - - ~O~ ~ ~ _ - - - `T~"- - ~ _ - - _ - - _ - - - - - 3
Sand Pointy ~ - - _ < - - = _ _ - - - - _ - _ - - _ . ALTERNAT ~ , - _ - - - - - -
~ ~ - ' _Fteefwoaa-
- - point: A - z" ~ ~ ` ~ ~ -n_ - ~Reetwaod Paint ' _ - ~ - _ - - _ _ _ _ _ _ _ -~r~;~ _ 1
:~A(iIOS - - ~ ~ y - ,;I - . - - _ - ~-tea- - ~
- a _ 1 li ? _ _ - .a ; :i~ - _ ~ -r y~j- - - - - ~ - _ _ _ ~ - 'r
-,i~~~ -rte' Il - l-~_= ~ ~ ~ _ - _ `6 _ _ mil' - _ - _ _4snbee H¢rbo~ . - 0~ - aM- - - - - _ - _ - _ - - `,Skyco ~ - - - - - _ ~ ° _ _ - - _ _
- - ~ ~ ~ 9 ~ - - ~i i I' - _ _ ~ i 'p1. 8 Pier Ruins F. 5~ 4 ~ _ - - I 1 -~z _ - _ -
_ i _ _ \ , i - ~ 1,r ~ _ _ - ~ - _-----~-~---.-,-r.~- F~~. - ~ - - ~ 1 _ i - - _
I = ~ ~i _ - ~ V ~ i _ . - _ _ _ _ ~4S - ~ ~ - ~O _ -
_ _ ~ p
12fid _ r-l - ~ ~ - ~ - - - r. -
6 M - u 7, _ ~ \
. _ _ A ~ 8M Wanch _ - -
BEGIN PROJECT _ - ~ - - _ _ - _
~ ~ ' ~P.. ~ _ - -
2~'~,
- i - - ~ ~ -
~ ~ - ~ _ - ~ _
8M - - ,y _ l - ~ ~ ~ - _ -
- - - i _ _ - _ i~ 1 -
/ A _ _ _ ~ I i-' _ _ ~ ~ ~ - n _
.L _
/ P - - NORTH CAROLINA DEPARTMENT OF
~ , ~ -.I _ TRANSPORTATION
_ - _ - ~ DIVISfON OF HIGHWAYS - - - ~ PLANNING AND ENV[RON141ENTAL
LL~L1V Li _ - _ BRANCH
~r_ 1 - ~ US 64-264
I n.,,ERNrTI'v'E i-~? , ,L _ _ _ _ -
~ - _ T. I. P. N0. R - 2551 .,a. DARE COUNTY
~ HLTE,l1VT~i l V L i J _ I _ G7 i ~a1ti _ Lida Z _ % - - , - _ = x ~
FILTERi1ATIVE ~ , _ ` G° _ _ _
- - ~5~ - \ - gahmc ' n 0 feet 2000 _ ~ I i i
I . ;ALTERNATIVE 3 r ' - ~ ~ Bet anv. ~ _
I I o~:_. ~ ,-s. ~ .r , -
+ - • ~ ~ - ~ ~ A. - M _ ~ --~v------- _