US 221 Rutherfordton Bypass (11)

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PUBLIC NOTICE
US Army Corps
Of Engineers
Wilmington District
Issue Date: January 27, 2009
Comment Deadline: February 26, 2009
Corps Action ID #: SAW-2008-2242
The Wilmington District, Corps of Engineers (Corps) has received an application from the North
Carolina Department of Transportation (NCDOT), Project Development and Environmental
Analysis Branch, seeking Department of the Army authorization to impact waters of the United
States within the Floyds Creek and Broad River drainages associated with the widening of US
Highway 221 in Rutherford County, North Carolina (TIP No. R-2233A).
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at www.saw.usace.armv.mil/wetlands.
Applicant: Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Authority
The Corps will evaluate this application and a decide whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act
(33U.S.C. 1344).
Location
The proposed project involves the widening of approximately 10 miles of US 221 from the South
Carolina line to US 74 Bypass in Rutherfordton, Rutherford County, North Carolina. The
improvements are state funded and identified as Project Number R-2233A in the NCDOT 2009-
2015 Transportation Improvement Program (TIP). The project begins at 35.1827 degrees north
latitude and 81.8441 degrees west longitude and ends at 35.2466 degrees north latitude and
81.8698 degrees west longitude. The project drains into the Broad River Basin, Hydrologic Unit
03050105.

Existing Site Conditions
Existing US 221 within the project limits is a two-lane roadway, with 10-foot lanes and grass
shoulders which vary from six to nine feet wide. The existing right of way on US 221 in the
project area varies from 60 feet to 100 feet wide. No control of access exists along US 221, with
the exception of the vicinity of the US 74 Bypass interchange. With the exception of US 74
Bypass, all existing intersections along US 221 in the project area are at-grade and stop sign-
controlled. Two railroad crossings exist along US 221 within the project limits. Both of these
crossings are grade-separated. Railroad tracks belonging to the Carolina, Clinchfield and Ohio
(CC&O) Railroad are carried over existing US 221 on a bridge approximately 0.6 mile north of
the South Carolina State Line. US 221 is carried over railroad tracks belonging to CSX
Transportation on a bridge just south of SR 1136 (New Bethel Church Road). Utilities along US
221 include telephone, power lines, water, sanitary sewer force main, fiber-optic cable lines and
gas.
The project area is mainly rural with a mixture of low-density residential and scattered
commercial, industrial and institutional land uses. The commercial development is primarily
businesses such as convenience stores and gas stations. A number of churches are also located in
the project area.
Seven terrestrial communities were identified in the project area: Mesic Mixed Hardwood Forest
(Piedmont Subtype), Dry-Mesic Oak-Hickory Forest, Piedmont/Mountain Levee Forest,
Disturbed-Maintained Communities, Wetland Communities, Pine Plantation, and Terrestrial
Wildlife. Several wetland areas are present within the study area. These wetlands are typically
seepage areas near the headwaters of small streams. In many cases, these wetlands have been
partially cleared, mowed, or otherwise disturbed. The dominant tree species include river birch,
tulip poplar and red maple. Invasive exotics such as Chinese privet and Japanese honeysuckle
are frequently found in the wetland areas. The herbaceous layer is typically dense or moderately
dense and includes netted chain fem,jewelweed, cinnamon fern, soft rush and sedges.
All streams in the project area classified have been assigned a Best Usage Classification of C.
The unnamed tributaries not individually classified carry the same classification as their
receiving streams. A Best Usage Classification of C indicates fresh waters designated for
secondary recreation, fishing, aquatic life propagation and survival, wildlife and agriculture.
Applicant's Stated Purpose
The purpose of the proposed project is to improve travel time, safety and system linkage along
existing US 221 intrastate corridor between the South Carolina Line and US 74 Bypass in
Rutherford County.
Project Description
The North Carolina Department of Transportation (NCDOT) proposes to widen existing US 221
to a multi-lane facility from the South Carolina state line to the US 74 Bypass in Rutherford
County. The proposed widening will be constructed as a four-lane roadway with 12-foot travel
2
lanes and 8-foot shoulders and a 46-foot median. The proposed project is composed of two
sections, which are both in final design, R-2233AA and R-2233AB.
The social, economic, and environmental impacts associated with two Build Alternatives and a
No-Build Alternative for this project have been described in a NCDOT State Environmental
Assessment (EA) dated May, 2005.
The project will upgrade the existing two-lane principal arterial to a multi-lane facility with
partial access control.
Proposed impacts to jurisdictional waters associated with TIP R-2233A include discharges of fill
material into segments of Floyds Creek, the Broad River, unnamed tributaries, and adjacent
wetlands at 14 sites. These impacts are associated with culvert extensions, relocations, and
replacements, roadway fills, temporary construction causeways, and channel relocations.
A site by site description of wetland and stream impacts is included below. Design details are
included on the attached permit drawings and half size plans.
R-2233AA
Site 1: The existing 18" RCP will be extended on the east and west side of the roadway with an
18" RCP. Extension of the pipe will result in approximately 90 feet of permanent impacts to an
intermittent UT to the Broad River.
Site 2: The existing 5'x4' RCBC will be extended on the east and west side of the roadway with
a 5'x4' RCBC. Extension of the pipe will result in approximately 205 feet of permanent
impacts to a perennial UT to the Broad River.
Site 3: The existing 5'x4' RCBC will be extended on the west side of the roadway with a 5'x4'
RCBC. Extension of the pipe will result in approximately 109 feet of permanent impacts to an
intermittent UT to the Broad River and less then 0.01 acre of fill and mechanized clearing in a
riverine wetland.
Site 4: The existing 36" RCP will be extended on the east side of the roadway with a 36" RCP.
Extension of the pipe will result in approximately 188 feet of permanent impacts to a perennial
UT to the Broad River.
Site 5: The existing bridge over the Broad River will be replaced with two new 36-foot wide,
561-foot long bridges. Construction of the north bound bridge will result in < 0.01 acre of
permanent impacts in the Broad River from the construction of the bridge bents in the channel of
the Broad River. Temporary impacts of 0.13 acre will occur from temporary work causeways
required to construct the new bridges. Construction of the causeways will be phased so that no
more than half of the channel is blocked at one time.
Site 6: Widening of the road bed will result in 156 feet of fill in an intermittent UT to Floyds
Creek. The UT to Floyds Creek will relocated into a lateral base ditch.
3
Site 7: The existing 3'x3' RCBC will be extended on the east and west side of the roadway with
a 3'x3' RCBC in order to allow for the widening of the roadbed. Extension of the pipe will result
in approximately 615 feet of permanent impacts to two UTs to Floyds Creek.
Site 8: The existing 5'x6' RCBC will be extended on the east and west side of the roadway with
a 5'x6' RCBC. Extension of the pipe will result in approximately 477 feet of permanent impacts
to two intermittent UTs to Floyds Creek and 355 feet of permanent impacts to one perennial UT
to Floyds Creek.
Site 9: The existing 7'x7' RCBC will be extended on the east and west side of the roadway with
a 7'x7' RCBC. Extension of the pipe will result in approximately 210 feet of permanent
impacts to an UT to Floyds Creek.
Site 10: Widening of the road bed will result in 408 feet of fill in an UT to Floyds Creek.
A portion of the UT to Floyds Creek will be relocated into special base ditch.
R-2233AB
Site IA: The existing bridge over Floyds Creek will be replaced with two 3-span, 220-foot long
bridges. Both bridges will span Floyds Creek. No impacts will occur at this site from the bridge
construction or removal of the old bridge.
Site 1: The existing 42" CMP under Jaynes Road will be extended on the north and south side of
the roadway with a 42" CSP. Extension of the pipe will result in 60 feet of permanent impacts to
an UT to Floyds Creek.
Site 2: The existing 24" CSP will be removed and replaced with a longer 36" CSP to
accommodate for the road widening. Replacement of the pipe will result in 226 feet of impacts
to an UT to Floyds Creek.
Site 3: The existing double 7'x7' concrete culvert will be replaced and lengthened with two
9'x8' RCBC to accommodate the road widening. Replacement of the pipe will result in 228 feet
of permanent impacts to an UT to Floyds Creek.
Site 4: A 10' lateral base ditch will be constructed to convey roadside drainage. The lateral base
ditch will result in 15 feet of impacts to the stream banks of a UT to Floyds Creek.
Impacts to jurisdictional areas from the proposed project consist of a total of 3,342 feet of
permanent stream impacts and 0.01 acres of fill in wetlands. Stream and wetland impacts for the
TIP project are summarized in the tables below.
Tahle 1 A -R-1711 A A Rnrfare Water Tmnarts
Site Stream Name and
Intermittent (I),
Perennial (P), or Both
B Structure/ Size
Type Permanent
Impacts
(feet) Mitigation
Required
(feet) Temporary
Impacts
(acres) DWQ
Index
number DWQ
Class
1 UT to Broad River(l) 18" RCP 90 0 9-(25.5) C
2 UT to Broad River(P) 5x4 RCBC 205 205 9-(25.5) C
3 UT to Broad River(P) 5x4 RCBC 109 109 9-(25.5) C
4 UT to Broad River(P) 36" RCP 188 188 9-(25.5) C
5 Broad River(P) Bride 0* 0 0.13 9-(25.5) C
6 UT to Flo yds Creek(l) Roadway Fill 156 0 9-(25.5) C
7 UT to Flo yds Creek(P) 3x3 RCBC 615 615 9-37 C
8 UT to Flo ds Creek(B) 5x6 RCBC 832 832 9-37 C
9 UT to Flo ds Creek P 7x7 RCBC 210 210 9-37 C
10 UT to Flo ds Creei(T) Roadwa Fill 408 408 9-37 C
Total 2813 2567 0.13
*<0.01 Acres of impacts from bridge bents
Tahle 1R-R-7733AR Carfare Water Tmnarts
Site Stream Name and
Intermittent (1) or
Perennial (P) Structure/ Size
Type Permanent
Impacts Mitigation
Required
(feet) Temporary
Impacts
(acre) DWQ
Index
number DWQ
Class
IA Flo ds Creek P Bride 0 0 9-37 C
1 UT to Flo yds Creek P 42" CSP 60 60 <0.01 9-37 C
2 UT to Flo yds Creek(l) 36" CSP 226 0 9-37 C
3 UT to Flo ds Creek 2-9'x8' RCBC 228 228 0.01 9-37 C
4 UT to Flo •ds Creek 10' Base Ditch 15 15 <0.01 9-37 C
Total 529 303 0.01
The construction of the R-2233A will result in 2,870 feet of stream impacts that will require
mitigation within the Broad River Basin. NCDOT's proposed mitigation for the 2,870 feet of
permanent impacts to cool water streams, and 0.01 acre of permanent impacts to a riparian
wetland within HUC 03040105 is through payment into the North Carolina Ecosystem
Enhancement Program (EEP).
For construction purposes, the proposed project will be constructed in two sections. Both
sections have a let date of December 15, 2009.
Project plans are available for review at the Corps of Engineers, Asheville Regulatory Field
Office, 151 Patton Avenue, Room 208, Asheville, North Carolina.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
5
this public notice combined with appropriate application fee at the North Carolina Division of
Water Quality central office in Raleigh will constitute initial receipt of an application for a 401
Water Quality Certification. A waiver will be deemed to occur if the NCDWQ fails to act on
this request for certification within sixty days of the date of the receipt of this notice in the
NCDWQ Central Office. Additional information regarding the Clean Water Act certification
may be reviewed at the NCDWQ Central Office, Transportation Permitting Unit, 2321 Crabtree
Boulevard, Raleigh, North Carolina 27604-2260. All persons desiring to make comments
regarding the application for certification under Section 401 of the Clean Water Act should do so
in writing delivered to the North Carolina Division of Water Quality (NCDWQ), 2321 Crabtree
Boulevard, Raleigh, North Carolina 27604-2260 Attention: Mr. Brian Wrenn by February 26,
2009.
Cultural Resources
Historic Architecture: There are properties over 50 years of age within the project's Area of
Potential Effect (APE), but based on historical information available and photographs of each
property, these properties are not considered eligible for the National Register and no further
evaluation is necessary. There are no National Register-listed properties within the APE. The
State Historic Preservation Office concurred with this finding on December 12, 2002. A copy of
the concurrence form was included in Appendix A of the SEA.
Archaeology: The State Environmental Assessment contains a project commitment to conduct
an archaeological survey to identify significant archaeological resources prior to construction
activities. On this State-funded undertaking, the United States Army Corps of Engineers
(USACE) is the lead Federal Agency with respect to Section 106 of the National Historic
Preservation Act. In a letter dated August 7, 2008, the USACE defines the APE in respect to the
permit area for the project, and details the archaeological level of effort by high probability
versus low probability. Consultation with the Office of State Archaeology (OSA) has continued,
including identifying specific high and low probability locations for subsurface testing. Upon
completion of the investigation and survey report, the USACE will consult with the State
Historic Preservation Office (SHPO) and the Tribal Historic Preservation Office of the Eastern
Band of the Cherokee Indians (THPO) to seek fulfillment of Section 106 responsibilities.
Endangered Species
Based on available information, the Corps has determined pursuant to the Endangered Species
Act of 1973 (ESA), that the proposed project may affect federally listed endangered or
threatened species or their formally designated critical habitat. Our determination of "may affect,
not likely to adversely affect" applies to the Indiana Bat (Myotis sodalis-endangered), and Small
Whorled Pogonia (Isotria medeoloides-threatened). Several surveys have been completed for
these species, within the project corridor, with no individuals or populations located. Our
determination of "may affect, likely to adversely affect" applies to the Dwarf-Flowered Heartleaf
(Hexasrylis naniora-threatened) based upon the known existence of individuals and populations
within the project corridor. Formal consultation under Section 7 of the ESA has been initiated
with the U.S. Fish and Wildlife Service and no permit will be issued until the consultation
process is complete.
6
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The
benefit which reasonably may be expected to accrue from the proposal must be balanced against
its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof, among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidate State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received by the
Corps of Engineers, Wilmington District, until 5pm, February 26, 2009. Comments should be
submitted to Mr. David Baker, US Army Corps of Engineers, Asheville Regulatory Field Office,
151 Patton Avenue, Room 208, Asheville, North Carolina 28801-5006.
7
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