20150623 Ver 1_Scoping Comments_20120124

January 24 2012
MEMORANDUM
To Melba McGee
From Mason Herndon Division of Water Quality Fayetteville Regional Office A//
Subject Comments on the Environmental Assessment related to proposed replacement of Bridge
116 on NC 24 210 (Rowan Street) over CSX Norfolk Southern Railroads and
Hillsborough St and Intersection Improvements Cumberland County Federal Aid
Project NoBRNHS 0024 State Project No 8 144501 TIP B 4490 State Clearinghouse
Project No 12 0150
This office has reviewed the referenced document dated November 11 2011 The Division of Water
Quality (DWQ) 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 The DWQ
offers the following comments based on review of the aforementioned document
Protect Specific Comments
Although this project is not being proposed to be placed in the 404/NEPA Merger Process Given
the potentially substantial impacts to Cross Creek associated with the project NCDWQ would like
the opportunity to review and comment on the project s preliminary plans typically provided at the
4B and 4C stage of the Merger Process
2 Cross Creek are class C 303(d) waters of the State Cross Creek is on the 303(d) list for impaired
use for aquatic life due to habitat degradation DWQ is very concerned with sediment and erosion
impacts that could result from this project DWQ recommends that the most protective sediment and
erosion control BMPs be implemented to reduce the risk of nutrient runoff to Cross Creek DWQ
requests that road design plans provide treatment of the storm water runoff through best
management practices as detailed in the most recent version of NC DWQ Stormwater Best
Management Practices
3 DWQ request that all jurisdictional features identified within the study area in Figure 5
(Environmental Features in Project Area) of this document also be shown on Figure 2 (Current
Study Alternative) to assist in identifymg minimization and avoidance within study alternative
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General Comments
The environmental document shall 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
Environmental assessment 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 NC DWQ Stormwater Best Management Practices 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 (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 should be designed to replace appropriate lost functions
and values The NC Ecosystem Enhancement Program may be available for use as wetland
mitigation
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 should continue
to include an itemized listing of the proposed wetland and stream impacts with corresponding
mapping
DWQ is very concerned with sediment and erosion impacts that could result from this project NC
DOT 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
10 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
11 NC DOT is respectfully reminded that all impacts including but not limited to bridging fill
excavation and clearing 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
12 Where streams must be crossed the DWQ 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 shall 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 DOT should not install the bridge bents in the creek to the maximum
extent practicable
13 Sediment and erosion control measures shall not be placed in wetlands or streams

14 Borrow /waste areas shall 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
15 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
16 Based on the information presented in the document the magnitude of impacts to wetlands and
streams may require an Individual Permit (IP) 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 the 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
17 Bridge supports (bents) shall not be placed in the stream when possible
18 Whenever possible the DWQ 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 allow for human and
wildlife passage beneath the structure do not block fish passage and do not block navigation by
canoeists and boaters
19 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 NC
DWQ Stormwater Best Management Practices
20 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
21 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 l
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
22 Placement of culverts and other structures in waters streams and wetlands 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 DWQ If this condition is unable to be met due to bedrock or
other limiting features encountered during construction please contact the NC DWQ for guidance
on how to proceed and to determine whether or not a permit modification will be required

23 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 and /or sills where
appropriate Widening the stream channel shall 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
24 If foundation test borings are necessary it shall be noted in the document Geotechmcal work is
approved under General 401 Certification Number 3687/Nationwide Permit No 6 for Survey
Activities
25 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
26 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
27 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
28 Heavy equipment shall 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 should be inspected daily and maintained to prevent contamination of surface waters
from leaking fuels lubricants hydraulic fluids or other toxic materials
29 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 shall be properly designed
sized and installed
30 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
The NCDWQ appreciates the opportunity to provide comments on your project Shall you have any
questions or require any additional information please contact me at [phone]
cc Clarence Coleman Federal Highway Administration
Greg Burns PE Division 6 Engineer
William D Gilmore PE Ecosystem Enhancement Program
File Copy
ec Ronnie Smith US Army Corps of Engineers Wilmington Field Office
Jim Rerko Division 6 Environmental Officer
Chris Militscher Environmental Protection Agency
Travis Wilson NC Wildlife Resources Commission
Belinda Henson DWQ Fayetteville Regional Office
Sonia Carrillo DWQ Central Office