HomeMy WebLinkAbout20170564 Ver 0_Scoping Comments_20130211MEMORANDUM
To: Gregory M. Blakeney, NCDOT Bridge Project Development Section
From: Amy Euliss, NC Division of Water Quality, Office
Resources
John E. Skvarla, III
Secretary
Subject: Scoping comments on proposed improvements to Bridge nos. 3 (TIP No. B- 5346), 170 (TIP No.
B- 5347), 173 (135349) and 44 (TIP No. B5350) in Alamance County.
Reference your correspondence dated December 27, 2013 in which you requested comments for the
referenced project. Preliminary analysis of the project reveals the potential for multiple impacts to
streams and jurisdictional wetlands in the project area.
Further investigations at a higher resolution should be undertaken to verify the presence of other streams
and /or jurisdictional wetlands in the area. In the event that any jurisdictional areas are identified, the
Division of Water Quality requests that NCDOT consider the following environmental issues for the
proposed projects:
B -5346• Bridge No 3 over Dry Creek over on SR 1529 in Alamance County
*Potential impacts to Dry Creek (WSV;NSW)
Dry Creek are class WSV; NSW waters of the State. NCDWQ is very concerned with sediment
and erosion impacts that could result from this project. NCDWQ recommends that highly
protective sediment and erosion control BMPs be implemented to reduce the risk of nutrient
runoff to Dry Creek. NCDWQ requests that road design plans provide treatment of the storm
water runoff through best management practices as detailed in the most recent version of
NCDWQ's Stormwater Best Management Practices.
This project is within the Jordan Lake Basin. Riparian buffer impacts shall be avoided and
minimized to the greatest extent possible pursuant to 15A NCAC 2B .0267. New development
activities located in the protected 50 -foot wide riparian areas within the basin shall be limited to
"uses" identified within and constructed in accordance with 15A NCAC 2B .0267. Buffer
mitigation may be required for buffer impacts resulting from activities classified as "allowable
with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance
under the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem
Enhancement Program, must be provided to NCDWQ prior to approval of the Water Quality
Certification. Buffer mitigation may be required for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer Rules
or require a variance under the Buffer Rules. A buffer mitigation plan, including use of the NC
Ecosystem Enhancement Program, must be provided to NCDWQ prior to approval of the Water
Quality Certification.
Transportation and Permitting Unit .
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Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone 919 -807 -63001 FAX: 919 -807 -6488
Internet: www.ncwaterguality.org
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B-5347: Bridge No 170 over an Unnamed Tributar to o Big Alamance Creek on SR 1212 in Alamance
Coun
*Potential impacts to an Unnamed Tributary to Big Alamance Creek (WSV;NSW; 303d Fair
Bioclassification - Ecological and Biological Integrity)
1. Big Alamance Creek and its unnamed tributaries are class WSV; NSW waters of the State.
NCDWQ is very concerned with sediment and erosion impacts that could result from this project.
NCDWQ recommends that highly protective sediment and erosion control BMPs be implemented
to reduce the risk of nutrient runoff to Big Alamance Creek and its unnamed tributaries. NCDWQ
requests that road design plans provide treatment of the storm water runoff through best
management practices as detailed in the most recent version of NCDOT's Stormwater Best
Management Practices.
2. Big Alamance Creek and its unnamed tributaries are class WSV; NSW; 303(d) waters of the State.
Big Alamance Creek and its unnamed tributaries Creek is on the 303(d) list for impaired use for
aquatic life due to fair bioclassification. NCDWQ is very concerned with sediment and erosion
impacts that could result from this project. NCDWQ recommends that the most protective
sediment and erosion control BMPs be implemented in accordance with Design Standards in
Sensitive Watersheds (15A NCAC 04B .0124) to reduce the risk of further impairment to Big
Alamance Creek and its unnamed tributaries. NCDWQ requests that road design plans provide
treatment of the storm water runoff through best management practices as detailed in the most
recent version of NCDOT's Stormwater Best Management Practices.
3. This project is within the Jordan Lake Basin. Riparian buffer impacts shall be avoided and
minimized to the greatest extent possible pursuant to 15A NCAC 2B .0267. New development
activities located in the protected 50 -foot wide riparian,areas within the basin shall be limited to
"uses" identified within and constructed in accordance with 15A NCAC 2B .0267. Buffer
mitigation may be required for buffer impacts resulting from activities classified as "allowable
with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under
the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem Enhancement
Program, must be provided to NCDWQ prior to approval of the Water Quality Certification.
Buffer mitigation may be required for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a
variance under the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem
Enhancement Program, must be provided to NCDWQ prior to approval of the Water Quality
Certification.
B -5349• Bridge No 173 over Back Creek (Little Creek) on SR 1149 in Alamance County
*Potential impacts to Back Creek (Little Creek) (WSV;NSW)
1. Back Creek (Little Creek) are class WSV; NSW waters of the State. NCDWQ is very concerned
with sediment and erosion impacts that could result from this project. NCDWQ recommends that
highly protective sediment and erosion control BMPs be implemented to reduce the risk of nutrient
runoff to Back Creek (Little Creek). NCDWQ requests that road design plans provide treatment of
the storm water runoff through best management practices as detailed in the most recent version of
NCDOT's Stormwater Best Management Practices.
2. This project is within the Jordan Lake Basin. Riparian buffer impacts shall be avoided and
minimized to the greatest extent possible pursuant to 15A NCAC 2B .0267. New development
activities located in the protected 50 -foot wide riparian areas within the basin shall be limited to
"uses" identified within and constructed in accordance with 15A NCAC 213 .0267. Buffer
mitigation may be required for buffer impacts resulting from activities classified as "allowable
with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under
the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem Enhancement
Program, must be provided to NCDWQ prior to approval of the Water Quality Certification.
Buffer mitigation may be required for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a
variance under the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem
Enhancement Program, must be provided to NCDWQ prior to approval of the Water Quality
Certification.
B-5350: Bridge No 44 over Jordan's Creek on SR 1768 in Alamance County
*Potential impacts to Jordan's Creek (WSII;HQW;NSW)
1. Review of the project reveals the presence of surface waters classified as WSII; 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.
2. Jordan's Creek are class WSV; NSW waters of the State. NCDWQ is very concerned with
sediment and erosion impacts that could result from this project. NCDWQ recommends that
highly protective sediment and erosion control BMPs be implemented to reduce the risk of nutrient
runoff to Jordan's Creek. NCDWQ requests that road design plans provide treatment of the storm
water runoff through best management practices as detailed in the most recent version of
NCDOT's Stormwater Best Management Practices.
3. This project is within the Jordan Lake Basin. Riparian buffer impacts shall be avoided and
minimized to the greatest extent possible pursuant to 15A NCAC 2B .0267. New development
activities located in the protected 50 -foot wide riparian areas within the basin shall be limited to
"uses" identified within and constructed in accordance with 15A NCAC 2B .0267. Buffer
mitigation may be required for buffer impacts resulting from activities classified as "allowable
with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under
the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem Enhancement
Program, must be provided to NCDWQ prior to approval of the Water Quality Certification.
Buffer mitigation may be required for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a
variance under the Buffer Rules. A buffer mitigation plan, including use of the NC Ecosystem
Enhancement Program, must be provided to NCDWQ prior to approval of the Water Quality
Certification.
General Project 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.
3. 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 {I 5A NCAC 2H.0506(h) },
mitigation will be required for impacts of greater than 1 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.
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 a Nationwide Permit (NW) 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 NCDOT 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 of 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 streams shall
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 388/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. Bioengineering 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.
Thank you for requesting our input at this time. NCDOT is reminded that issuance of a 401 Water
Quality Certification requires that appropriate measures be instituted to ensure that water quality
standards are met and designated uses are not degraded or lost. If you have any questions or require
additional information, please contact at (L -- ! or
F77-7 @ncdenr.gov.
cc: US Army Corps of Engineers, ( —Field Office (electronic copy ,only)
Federal Highway Administration
PE, Division F] Engineer (if applicable)
Division F] Environmental Officer (if applicable)
Environmental Protection Agency (electronic copy. )
NC Wildlife Resources Commission (electronic copy only)
Division of Coastal Management (electronic copy only),( if applicable)
Ecosystem Enhancement Program (if applicable)
j, NCDWQ F------] Regional Office'(or Central Office-.if sent from the Regions)
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