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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, RE Dee Freeman
Governor Director
Secretary
December 19, 2012
MEMORANDUM
To: Lyn Hardison, Environmental Coordinator, Office of Legislative and Intergovernmental
Affairs
From: Amy Euliss, Division of Water Quality, Winston Salem Regional Office
Subject: Comments on the Environmental Assessment (EA) related to proposed widening of US
221 to a four lane, median divided facility from US 421 in the Deep Gap community to
SU 221 Business -NC 88 intersection in the town of Jefferson, Ashe County, Federal Aid
Project No.STP -0221 (13), State Project No. 34518.1.1, TIP R02915. State
Clearinghouse Project No. 13 -0200.
This office has reviewed the referenced document dated October, 2012. The NC Division of Water
Quality (NCDWQ) is responsible for the issuance of the Section 401 Water Quality Certification for
activities that impact Waters of the U.S., including wetlands. It is our understanding that the project as
presented will result in impacts to jurisdictional wetlands, streams, and other surface waters. NCDWQ
offers the following comments based on review of the aforementioned document:.
Project Specific Comments:
1. This project is being planned as part of the 4041NEPA Merger Process. As a participating team.
member, NCDWQ will continue to work with the team.
2. There is no mention of the existing mitigation site in the EA. There has been much discussion
regarding the need to avoid the site. Its location should be included on the project mapping, and it
should be discussed in the Environmental Effects section of the F.A.
3. A CP 2A field meeting was held May 24, 2012, The EA is dated October 2012, Its very confusing
that the results of the meeting are not incorporated into the EA. It should be updated with all
relevant environmental commitments prior to the date of issuance.
4. Review of the project reveals the presence of surface waters classified as Water Supply Critical
Area in the project study area. Given the potential for impacts to these resources during the project
implementation, NCDWQ requests that NCDOT strictly adhere to North Carolina regulations
entitled Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) throughout design and
construction of the project. This would apply for any area that drains to streams having WS
CA(Water Supply Critical Area) classifications.
5. Should the project be located within the Critical Area of a Water Supply, NCDOT may be required
to design, construct, and maintain hazardous spill catch basins in the project area. The number of
catch basins installed should be determined by the design of the crossings, so that runoff would
enter said basin(s) rather than flowing directly into the stream, and in consultation with NCDWQ.
Tran ortatlon and Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919 -307 -6300 4 FAX: 919807 -6492
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6. Gap Creek, Old Field Creek, SF New River, Beaver Creek, Cole Branch, and Little Buffalo Creek
are Trout waters of the State. NCDWQ recommends that the most protective sediment and erosion
control BMPs be implemented to reduce the risk of turbidity violations in trout waters. In addition,
all disturbances within trout buffers should be conducted in accordance with NC Division of Land
Resources and NC Wildlife Resources Commission requirements..
7. Review of the project reveals the presence of surface waters classified as WSV; High Quality
Waters of the State in the project study area. This is one of the highest classifications for water
quality. Pursuant to 15A NCAC 2H. 1006 and 15A NCAC 2B .0224, NCDOT will be required to
obtain a State Stormwater Permit prior to construction except in North Carolina's twenty coastal
counties.
S. Review of the project reveals the presence of surface waters classified as C; Tr; Outstanding
Resource Waters of the State in the project study area. The water quality classification of C; Tr;
ORW is one of the highest classifications in the State. NCDWQ is extremely concerned with any
impacts that may occur to streams with this classification. It is preferred that these resources be
avoided if at all possible. If it is not possible to avoid these resources, the impacts should be
minimized to the greatest extent possible. Given the potential for impacts to these resources during
the project implementation, NCDWQ requests that NCDOT strictly adhere to North Carolina
regulations entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0124)
throughout design and construction of the project. Pursuant to 15A NCAC 2H .1006 and 15A
NCAC 2B .0224, NCDOT will be required to obtain a State Stormwater Permit prior to construction
except in North Carolina's twenty coastal counties.
General Comments:
The environmental document should provide a detailed and itemized presentation of the proposed
impacts to wetlands and streams with corresponding mapping. If mitigation is necessary as required
by 15A NCAC 2H.0506(h), it is preferable to present a conceptual (if not finalized) mitigation plan
with the environmental documentation. Appropriate mitigation plans will be required prior to
issuance of a 401 Water Quality Certification.
2. Environmental impact statement alternatives shall consider design criteria that reduce the impacts to
streams and wetlands from storm water runoff. These alternatives shall include road designs that
allow for treatment of the storm water runoff through best management practices as detailed in the
most recent version of NCDOT's Stormwater Best Management Practices Manual, such as grassed
swales, buffer areas, preformed scour holes, retention basins, etc.
After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality
Certification, the NCDOT is respectfully reminded that they will need to demonstrate the avoidance
and minimization of impacts to wetlands (and streams) to the maximum extent practical. In
accordance with the Environmental Management Commission's Rules {15A NCAC 2H.0506(h)),
mitigation will be required for impacts of greater than I acre to wetlands. In the event that
mitigation is required, the mitigation plan shall be designed to replace appropriate lost functions and
values. The NC Ecosystem Enhancement Program may be available for use as wetland mitigation.
4, In accordance with the Environmental Management Commission's Rules { 15A NCAC
2H.0506(h)), mitigation will be required for impacts of greater than 150 linear feet to any single
stream. In the event that mitigation is required, the mitigation plan shall be designed to replace
appropriate lost functions and values. The NC Ecosystem Enhancement Program may be available
for use as stream mitigation.
Future documentation, including the 401 Water Quality Certification Application, shall continue to
include an itemized listing of the proposed wetland and stream impacts with corresponding
mapping.
6. NCDWQ is very concerned with sediment and erosion impacts that could result from this project.
NCDOT shall address these concerns by describing the potential impacts that may occur to the
aquatic environments and any mitigating factors that would reduce the impacts.
7. An analysis of cumulative and secondary impacts anticipated as a result of this project is required.
The type and detail of analysis shall conform to the NC Division of Water Quality Policy on the
assessment of secondary and cumulative impacts dated April 10, 2004.
8. NCDOT is respectfully reminded that all impacts, including but not limited to, bridging, fill,
excavation and clearing, and rip rap to jurisdictional wetlands, streams, and riparian buffers need to
be included in the final impact calculations. These impacts, in addition to any construction impacts,
temporary or otherwise, also need to be included as part of the 401 Water Quality Certification
Application.
9. Where streams must be crossed, NCDWQ prefers bridges be used in lieu of culverts. However, we
realize that economic considerations often require the use of culverts. Please be advised that
culverts should be countersunk to allow unimpeded passage by fish and other aquatic organisms.
Moreover, in areas where high quality wetlands or streams are impacted, a bridge may prove
preferable. When applicable, NCDOT should not install the bridge bents in the creek, to the
maximum extent practicable.
10. Whenever possible, NCDWQ prefers spanning structures. Spanning structures usually do not
require work within the stream or grubbing of the streambanks and do not require stream channel
realignment. The horizontal and vertical clearances provided by bridges shall allow for human and
wildlife passage beneath the structure. Fish passage and navigation by canoeists and boaters shall
not be blocked. Bridge supports (bents) should not be placed in the stream when possible.
11. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across
the bridge and pre- treated through site - appropriate means (grassed swales, pre- formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
NCDOT's Stormwater Best Management Practices.
12. Sediment and erosion control measures should not be placed in wetlands or streams.
13. Borrow /waste areas should avoid wetlands to the maximum extent practical. Impacts to wetlands in
borrow /waste areas will need to be presented in the 401 Water Quality Certification and could
precipitate compensatory mitigation.
14. The 401 Water Quality Certification application will need to specifically address the proposed
methods for stormwater management. More specifically, stormwater shall not be permitted to
discharge directly into streams or surface waters.
15. Based on the information presented in the document, the magnitude of impacts to wetlands and
streams may require an Individual Permit application to the Corps of Engineers and corresponding
401 Water Quality Certification. Please be advised that a 401 Water Quality Certification requires
satisfactory protection of water quality to ensure that water quality standards are met and no
wetland or stream uses are lost. final permit authorization will require the submittal of a formal
application by the NCDWT and written concurrence from NCDWQ. Please be aware that any
approval will be contingent on appropriate avoidance and minimization of wetland and stream
impacts to the maximum extent practical, the development of an acceptable stormwater
management plan, and the inclusion of appropriate mitigation plans where appropriate.
16. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall
not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and
fish kills.
17. If temporary access roads or detours are constructed, the site shall be graded to its preconstruction
contours and elevations. Disturbed areas shall be seeded or mulched to stabilize the soil and
appropriate native woody species shall be planted. When using temporary structures the area shall
be cleared but not grubbed. Clearing the area with chain saws, mowers, bush -hogs, or other
mechanized equipment and leaving the stumps and root mat intact allows the area to re- vegetate
naturally and minimizes soil disturbance.
18. Unless otherwise authorized, placement of culverts and other structures in waters and streamsshall
be placed below the elevation of the streambed by one foot for all culverts with a diameter greater
than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. 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 streambeds or banks, adjacent to or upstream and
down stream of the above structures. The applicant is required to provide evidence that the
equilibrium is being maintained if requested in writing by NCDWQ. If this condition is unable to
be met due to bedrock or other limiting features encountered during construction, please contact
NCDWQ for guidance on how to proceed and to determine whether or not a permit modification
will be required.
19. If multiple pipes or barrels are required, they shall be designed to mimic natural stream cross section
as closely as possible including pipes or barrels at flood plain elevation, floodplain benches, and/or
sills may be required where appropriate. Widening the stream channel should be avoided. Stream
channel widening at the inlet or outlet end of structures typically decreases water velocity causing
sediment deposition that requires increased maintenance and disrupts aquatic life passage.
20. If foundation test borings are necessary, it shall be noted in the document. Geotechnical work is
approved under General 401 Certification Number 3883/Nationwide Permit No. 6 for Survey
Activities.
21. Sediment and erosion control measures sufficient to protect water resources must be implemented
and maintained in accordance with the most recent version of North Carolina Sediment and Erosion
Control Planning and Design Manual and the most recent version of NCS000250.
22. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP
measures from the most current version of NCDOT Construction and Maintenance Activities
manual such as sandbags, rock berms, cofferdams and other diversion structures shall be used to
prevent excavation in flowing water.
23. While the use of National Wetland Inventory (NWI) maps, NC Coastal Region Evaluation of
Wetland Significance (NC- CREWS) maps and soil survey maps are useful tools, their inherent
inaccuracies require that qualified personnel perform onsite wetland delineations prior to permit
approval.
24. Heavy equipment should be operated from the bank rather than in stream channels in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into streams. This
equipment shall be inspected daily and maintained to prevent contamination of surface waters from
leaking fuels, lubricants, hydraulic fluids, or other toxic materials.
25. Riprap shall not be placed in the active thalweg channel or placed in the streambed in a manner that
precludes aquatic life passage. Bioenginecring boulders or structures should be properly designed,
sized and installed.
26. Riparian vegetation (native trees and shrubs) shall be preserved to the maximum extent possible.
Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
NCDWQ appreciates the opportunity to provide comments on your project. Shall you have any questions
or require any additional information, please contact Amy Euliss at (336) 771 -4959.
cc: Monte Matthews, US Army Corps of Engineers, Raleigh Field Office (electronic copy only)
Mitch Batuzich, Federal Highway Administration (electronic copy only)
Chris Mihtscher, Environmental Protection Agency (electronic copy only)
Marella Buncick, US Fish and Wildlife Service (electronic copy only)
Maria Chambers, NC Wildlife Resources Commission (electronic copy only)
Transportation Permitting Unit
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