20060822 Ver 1_Complete File_20060519

S.
?Y .+? STATE
STATE OF NORTH CAROLINA
DEPARTMENT OF IIAMPORTATION
MICHAEL F. EAsLEY
GovERNoR
May 12, 2006
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LYNDO TIPPETT
SECRETARY
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTENTION: Mr. Steve Lund 060822
NCDOT Coordinator
Dear Sir:
SUBJECT: Nationwide Permit 33 Application for the proposed replacement of
Bridge No. 17 on SR 1486 (Lee Cline Road) over Cline Creek, in
Catawba County. Federal Aid Project No. BRZ-1486(1), State Project
No. 82792201, TIP No. B-4060, WBS Element 33424.1.1, Division 12.
Please find enclosed three copies of the Categorical Exclusion (CE) Document, as well as, the
Pre-construction Notification Form, %2 size plans, and a bridge removal diagram with summary
sheet for the above referenced project completed by the North Carolina Department of
Transportation (NCDOT). The agency proposes to replace Bridge No. 17 in place, with a 75-foot
single span cored slab bridge. Removal of the existing structure will create the need for a
temporary impervious dike, thus resulting in 0.0076 feet of temporary stream impacts to Cline
Creek. There are no jurisdictional wetlands within the project study area.
Impacts to Waters of the United States
General Description
Cline Creek (also known as UT to Lyle Creek) is located in the Catawba River Basin (sub-basin
03-08-32), and is approximately 7 feet wide and 0.33 feet deep within the project study area. The
NCDWQ classifies Cline Creek as Class "C". There are no High Quality Waters (HQW), Water
Supplies (WS-I or WS-II), or Outstanding Resource Waters occurring within 1.0 mile of the
project study area. Cline Creek is not designated as a National Wild and Scenic River or a State
Natural and Scenic River.
Permanent Impacts: There are no permanent impacts associated with this project:
Temporary Impacts: There are 0.0076 acre of temporary fill in surface water associated with this
project because of an impervious dike which will aid in de-watering part of the stream for
removal of a concrete abutment. The dike will be removed once demolition is complete. The
stream banks will then be stabilized and vegetated.
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
1598 MAIL SERVICE CENTER FAX: [phone] RALEIGH NC 27604
RALEIGH NC 27699-1598
WEBSlTE. WWW.NCDOT.ORG
A . `•
There are no utility impacts associated with this project.
Bridge Demolition
The existing Bridge No. 17 was constructed in 1957. The dual-span structure has a clear roadway
width of 19.2 feet which includes two travel lanes over the bridge. The superstructure consists of
an asphalt wearing surface over a timber deck on I-beams and the substructure consists of mass
concrete abutments and an interior bent composed of a timber cap and piles. Neither the
superstructure nor the substructure will create any temporary fill in the creek.
Federally Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed Endangered,
and Proposed Threatened are protected under provisions of Section 7 and Section 9 of the
Endangered Species Act of 1973, as amended. As of March 8, 2006, the United States Fish and
Wildlife Service (USFWS) lists two federally protected species for Catawba County.
Federally Protected Species for Catawba County
Common Name- Scientific Name Status Biolob cal
Conclusion
Bald eagle Haliaeetus leucoce halus T No Effect
Dwarf-flowered heartleaf Hexastylis nani ora T No Effect
T-denotes Threatened
The most recent survey for Hexastylis naniflora was completed on May 2, 2005. No species were
identified.
Avoidance, Minimization, and Mitigation
Avoidance and Minimization: Avoidance examines all appropriate and practicable possibilities of
averting impacts to "Waters of the United States." The NCDOT is committed to incorporating all
reasonable and practicable design features to avoid and minimize jurisdictional stages;
minimization measures were incorporated as part of the project design. The use of best
management practices for construction should reduce impacts to plant communities.
• The entire stream is being spanned, therefore eliminating any permanent impacts.
• An off-site detour is being utilized to avoid impacts from an on-site temporary detour.
Mitigation: No mitigation is proposed since there are no permanent impacts.
Regulatory Approvals
Section 404 Permit: All other aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR § 771.115(b). The
NCDOT requests that these activities be authorized by a Nationwide Permit 33.
Section 401 Permit: We anticipate 401 General Certification number 3366 will apply to this
project. In accordance with 15A NCAC 2H .0501(a) we are providing two copies of this
application to the North Carolina Department of Environmental and Natural Resources, Division
of Water Quality, for their records.
2
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We also anticipate that comments from the North Carolina Wildlife Resources Commission
(NCWRC) will be required prior to authorization by the United States Army Corp of Engineers
(USACE). By copy of this letter and attachment, NCDOT hereby requests NCWRC review.
NCDOT requests that NCWRC forward their comments to the USACE and NCDOT.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Megan Willis at [e-mail] or [phone].
Sincerely,
Gregory .Thorpe, Ph.D., Environmental Management Director
?-? Project Development and Environmental Analysis Branch
cc:
W/attachment
Mr. John Hennessy, NCDWQ (2 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. M.L. Holder, P.E., Division Engineer
Ms. Trish Simon, DEO
W/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Vince Rhea, P.E., PDEA Engineer
3
•
Office Use Only: Form Version March 05
20060822
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Gregory J. Thorpe, Ph.D., Environmental Management Director
Mailing Address: 1598 Mail Service Center
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mswillis(cr),dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 8
w
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the-property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bridge No. 17 on SR 1486 over Cline Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4060
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Catawba Nearest Town: Conover
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): SR 1486 off SR 1484 off
Interstate 40.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 81'13'00' ON 3545'00' °W
6. Property size (acres):
7. Name of nearest receiving body of water: Lyle Creek
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mVs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential development and forest cover.
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used:
Standard bridge construction equipment.
11. Explain the purpose of the proposed work: To increase the safety of travelers an SR1486.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: 0.008 feet of temporary stream
impacts due to a temporary impervious dike.
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
No Wetlands

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial Intermittent?
? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
1 Cline Creek Temporary Perennial 7 ft. - 0.008

Total Stream Impact (by length and acreage) 0.008
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres
No Open Water

Page 4 of 8
I Total Open Water Impact (acres) 1 -1
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.008
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.008
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. An off-site detour will be
utilized and the entire body of water will be spanned.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
irrigation, aesthetic, trout pond,
Page 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stringide.httnl.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation required - No permanent impacts.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No E]
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* ^^Impact
^`\ Multiplier I Required
I
1 I 13 (2 for Catawba)
2 1.5
Total I I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
N/A
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
5/ IS/b
Applicant/Agent's Signature I Daie
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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CATAWBA COUNTY
BRIDGE NO. 17 ON SR 1486 (LEE CLINE ROAD)
OVER AN UNNAMED CREEK
FEDERAL-AID PROJECT NO. BRZ-1486(1)
STATE PROJECT NO. 8.2792201
TIP NO. B-4060
CATEGORICAL EXCLUSION
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
N.C. DEPARTMENT OF TRANSPORTATION
APPROVED:
3a 4
Eregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development & Environmental Analysis Branch
North Carolina Department of Transportation
L-3 0 Lo. ' a? -
DATE k--,John F. Sullivan, III
ivision Administrator
Federal Highway Administration
y C
CATAWBA COUNTY
BRIDGE NO. 17 ON SR 1486 (LEE CLINE ROAD)
OVER AN UNNAMED CREEK
FEDERAL-AID PROJECT NO. BRZ-1486(1)
STATE PROJECT NO. 8.2792201
TIP NO. B-4060
CATEGORICAL EXCLUSION
January 2004
Document Prepared by.
Ramey Kemp & Associates, Inc.
4928-A Windy Hill Drive
Raleigh, North Carolina 27609
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22032 _
Philip D. Edwards, P.E. `®?• ®k
Ramey Kemp & Associates, Inc. "8666C
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Date
For the North Carolina Department of Transportation
Vincent J. e , P.E., Project Development Engineer
Project De opment and Environmental Analysis Branch
IY
PROJECT COMMITMENTS
CATAWBA COUNTY
BRIDGE NO. 17 ON SR 1486 (LEE CLINE ROAD)
OVER AN UNNAMED CREEK
FEDERAL-AID PROJECT NO. BRZ-1486(1)
STATE PROJECT NO. 8.2792201
TIP NO. B-4060
In addition to the standard Nationwide Permit #23 Conditions, the General Nationwide Permit Conditions, Section
404 Only Conditions, Regional Conditions, State Consistency Conditions, NCDOT's Guidelines for Best
Management Practices for the Protection of Surface Waters, NCDOT's Guidelines for Best Management
Practices for Bridge Demolition and Removal, General Certification Conditions, and Section 401 Conditions of
Certification, the following special commitments have been agreed to by NCDOT:
Project Development and Environmental Analysis Branch
A field survey for the Dwarf-flowered heartleaf will be completed prior to project construction.
Categorical Exclusion - B-4060
January, 2004 Page 1 of 1
. CATAWBA COUNTY .
BRIDGE NO. 17 ON SR.1486 (LEE CLINE ROAD)
OVER AN UNNAMED CREEK
FEDERAL-AID PROJECT NO, BRZ-1486(1)
STATE PROJECT NO. 8.2792201
T.I.P. NO. B-4060
INTRODUCTION
The replacement of Bridge No. 17 located on SR 1486 (Lee Cline Road) over an unnamed creek is included in
the North Carolina Department of Transportation (NCDOT) 2004-2010 Transportation Improvement Program
(TIP) and in the Federal-Aid Bridge Replacement Program (BRZ-1486(1)). The location is shown in Figure 1.
No. substantial impacts are anticipated. The project is classified as a Federal "Categorical Exclusion".
PURPOSE AND NEED
The NCDOT Bridge Maintenance Unit records indicate Bridge No. 17 has a sufficiency rating of 65.6 out of a
possible 100 for a new structure. Prior to May 2001, the bridge had a sufficiency rating of 22.8 and was
considered structurally deficient. In May 2001, deteriorated steel beam ends were plated and large cracks in
Abutment B were repaired. These repairs raised the sufficiency rating to its current rating of 65.6. However, the
bridge is still considered functionally obsolete. The replacement of this inadequate structure will result in safer
and more efficient traffic operations.
II. EXISTING CONDITIONS
Bridge No. 17 is located on SR 1486 (Lee Cline Road) in rural Catawba County. Refer to Figure 1 for the project
location and Figures 2 and 3 for photos of the existing project study area.
Bridge No. 17 was constructed in 1957. The bridge is not currently posted to restrict weight limits.
The overall length of the dual-span structure is 41-ft. It has a clear roadway width of 19.2 ft that includes two
travel lanes over the bridge. The superstructure consists of a timber deck on I-beams. The substructure consists
of mass concrete abutments and an interior bent composed of a timber cap and piles. The height from crown to
streambed is 13 ft.
SR 1486 is classified as a rural local in the Statewide Functional Classification System. The 2001 average daily
traffic volume (ADT) is estimated to be 3,000 vehicles per day (vpd). The percentages of truck traffic are 1
percent TTST vehicles and.2 percent dual-tired vehicles. The projected 2025 ADT is 8,000 vpd.
The two-lane facility measures approximately 18-ft in width and has approximately 6-ft grassed shoulders on
each side of the roadway in the vicinity of the bridge. Both the horizontal and vertical alignment are good within
the project study area. There is no posted speed limit in the immediate vicinity of the bridge. Therefore, the
statutory speed limit is 55 miles per hour (mph). Existing right=of-way is approximately 60 ft in width.
There are several utilities within the vicinity of the bridge. These include overhead power lines and underground
telephone, water and sewer lines.
This.section of SR 1486 is not part of a designated bicycle route nor is it listed in the Transportation Improvement
Program as needing incidental bicycle accommodations. There is no indication that an unusual number of
bicyclists use this roadway.
Land use within the project study area is a mixture of undeveloped land, farmland, and rural residential
properties.
According to Catawba County school officials, one handicapped bus crosses this bridge for a total of two trips per
day.
Crash records maintained by the NCDOT indicate there have been three (3) crashes reported in the vicinity of
Bridge No. 17 during a recent three year period. All three accidents were single vehicle accidents where the
driver ran off the road. While one accident resulted in a non-fatal injury, no fatalities resulted from the crashes.
III. . ALTERNATIVES
A. Project Description
Based upon the preliminary hydraulic report, the proposed replacement structure for Bridge No. 17 will consist of
a 75 ft bridge. The structure will provide two 12-ft travel lanes with 8-ft of lateral clearance on each side of the
bridge.
The length and opening size of the proposed structure may increase or decrease as necessary to accommodate
peak flows, as determined by a more detailed hydraulic analysis to be performed during the final design phase of
the project.
The roadway approaches will provide two 12-ft travel lanes with 8-ft grassed shoulders. The grade will be
approximately the same as the existing roadway. The design speed is 60 mph.
B. Build Alternatives
Two (2) build alternatives studied for replacing the existing bridge are described below:
Alternative A (Preferred)
Alternative A consists of replacing the bridge in-place with a new bridge. During construction, traffic will be
maintained by an off-site detour. The total length of approach work for this alternative is approximately 928 ft.
Refer to Figure 4 for illustration of this alternative.
Existing traffic would be detoured via SR 1484 (Country Home Road), SR 1485 (10th Street N.W.), NC 16, and
SR 1487 (C&B Farm Road). There are no posted structures on this route. The detour does pass two schools.
2
The detour length is estimated to be 7.6 miles long. Refer to Figure 1 for illustration of the temporary off-site
detour.
Alternative B
Alternative B consists of replacing the bridge in-place with a new bridge. During construction, traffic will be
maintained by an on-site detour north of SR 1486. The total length of roadway approach work for this alternative
is approximately 928 ft. Refer to Figure 5 for illustration of this alternative.
The on-site detour will be located approximately 10 ft north of the proposed bridge. The temporary structure will
be approximately 55 ft in length and will have a clear roadway width of 38 ft including two 11 ft travel lanes and 8
ft of lateral clearance on each side of the bridge. The detour roadway approaches will provide two 11 ft travel
lanes and 8 ft wide shoulders on each side. The length of the temporary detour will be approximately 1287 ft.
Alternative B was not selected as the preferred because of the higher construction costs and environmental
impacts associated with the temporary detour.
C. Alternatives Eliminated From Further Consideration
The "Do-Nothing" alternative will eventually necessitate closure of the bridge due to its poor condition. This is not
desirable due to the traffic service provided by SR 1486.
Investigation of the existing structure by the NCDOT Bridge Maintenance Unit indicates that rehabilitation of the
old bridge is not feasible due to its age and deteriorated condition.
D. Preferred Alternative (Alternative A)
Alternative A consists of replacing the bridge in-place with a new bridge. During construction, traffic will be
maintained by an off-site detour. This alternative was selected as the preferred alternative because it has the
lowest construction costs and least environmental impacts.
The Division Engineer concurs with Alternative A as the Preferred Alternative.
3
IV. ESTIMATED COSTS
The estimated costs for each alternative, based on current dollars, are shown below:
Table 1
Estimated Project Costs
Altefnatr"veA
(Preferred)' Alternative B
Structure Removal (Existing) $8,000 $8,000
Structure Proposed $225,000 $225,000
Detour Structure and Approaches $0 $378,593
Roadway Approaches $158,285 $158,285
Miscellaneous and Mobilization $108,715 $237,122
Engineering and Contingencies $75,000 $168,000
Right-of-Way/Easement and Utilities 49,000 : 77,500
Total Project Cost $624,000 1,252,500
The estimated cost of the project, as shown in the 2004-2010 NCDOT Transportation Improvement Program is
$430,000 including $100,000 spent in prior years, $30,000 for right-of-way and $300,000 for construction.
V. NATURAL RESOURCES
Natural resources within the project study area were evaluated to provide: 1) an assessment of existing
vegetation, wildlife, protected species, streams, wetlands, and water quality; 2) an evaluation of probable impacts
resulting from construction; and 3) a preliminary determination of permit needs.
A. Methodology
Natural resource information for the project study area was obtained from several sources. Prior to an on-site
evaluation of the project study area, topographic maps from the United States Geological Survey (USES) and soil
surveys from the Natural Resource Conservation Service (NRCS) were used to determine existing landscape and
soil composition (USDA, 1975). Aerial photographs were studied to identify hydrologic and environmental
features. The North Carolina Natural Heritage Program (NCNHP) database was used to search for the presence
of known populations of federally threatened and endangered species in the county and in the Newton
Quadrangle. In addition, the NCNHP database was searched for Federal Species of Concern (FSC), as well as
State listed species. North Carolina Division of Water Quality (NCDWQ) records were reviewed to determine
stream index number, classification, and National Pollution Discharge Elimination System (NPDES) permits within
the project study area. The Catawba River Basinwide Water Quality Management Plan (CRBWQMP) was used
to further characterize environmental resource conditions at and around the project study area. The North
Carolina Wildlife Resources Commission (NCWRC) database was searched to identify proposed critical habitats
for aquatic species.
4
Field investigations were conducted on August 13 and 29, 2001. Water resources were identified and their
physical characteristics recorded on field data sheets. Plant communities and their associated wildlife (or
potential wildlife habitat) were also identified and described. Terrestrial community classifications generally follow
Schafale and Weakley (1990), where applicable, and plant taxonomy follows Radford, et al. (1968). Animal
taxonomy follows Brigham, et al. (1982), Martof, et al. (1980), Menhinick (1991), Potter, et al. (1980), and
Webster, et al. (1985).
Vegetative communities were mapped based on aerial photography and field work verified during the site visit.
Predictions regarding wildlife community composition involved general qualitative habitat assessment based on
existing vegetative communities. Wildlife identification involved various techniques including qualitative habitat
assessment based on vegetative communities, active searching, and identifying characteristic signs of wildlife
(sounds, scat, tracks, burrows, etc.). Cursory surveys of aquatic organisms were. conducted and tactile searches
for benthic organisms were administered as well. Organisms captured during these searches were identified and
then released.
Jurisdictional wetlands, if present, were identified and evaluated based on criteria established in the Corps of
Engineers Wetland Delineation Manual (Environmental Laboratory, 1987) and Guidance for Rating the Values of
Wetlands in North Carolina (NCDENR, 1995). Wetlands were classified using Cowardin, et al. (1979).
B. Physiography and Soils
Catawba County lies in the Piedmont physiographic region of North Carolina. The landscape is characterized by
gently rolling, well-rounded hills and long, low ridges that form a transition area between the Blue Ridge
Mountains and the Atlantic Coast Plain. Elevations within the Piedmont range from 300 to 600 ft above sea level.
Elevations are as high as 1,500 ft above sea level near the Blue Ridge Mountains (Menhinick,1991).
Soil mapping units are based on the NRCS soil survey for the County (USDA,.1975). During field investigations,
soils were elevated to verify map units depicted in the soil survey. The project study area is located at the
intersection of SR 1486 and UT (unnamed tributary to) Lyle Creek and is mapped as Congaree (Typic
Udifluvents), Chewacla (Fluvaquentic Dystrochrepts), Cecil clay loam (Typic Hapludults), and Hiwassee loam
(Typic Rhodudults).
Two hydric soil types, Congaree and Chewacla, have been mapped within the project. study area. Congaree soils
are characterized by having moderate permeability and a high water capacity. The Congaree series consists of
nearly level (slopes of 0 to 2 percent), well-drained soils on floodplains. These soils are flooded very frequently,
but for brief periods of time. Soils in this group are formed in recent alluvium and occur in fairly wide bands
adjacent to streams.
Chewacla soils are characterized as having a slow infiltration rate and a slow rate of water transmission. The
Chewacla series consists of very deep, rather poorly drained, moderately permeable soils on floodplains. Most
areas with these soils flood frequently, and slopes in these areas range from 010 2 percent. Soils in this group
generally have moderately fine to fine texture or a layer that impedes the downward movement of water.
Cecil soils consist of well-drained, gently sloping to moderately steep soils on uplands. Within the project study
area, Cecil clay loam is present. Cecil clay loam occurs in fairly wide, irregularly shaped areas on smooth broad
ridges of uplands. It is characterized by having rapid runoff and a slow infiltration rate. Cecil soils are strongly
5
acidic. In the project study area, these soils are on eroded to severely eroded slopes ranging from 2 to 25
percent:
Hiwassee soils consist of well-drained, gently sloping to moderately steep soils on uplands. Within the project
study area, Hiwassee loam is present. Hiwassee loam is characterized by having a moderate infiltration rate and
rapid runoff. In the project study area, Hiwassee loam occurs on eroded slopes ranging from 2 to 10 percent.
For Hiwassee soil, erosion is a severe hazard in cultivated areas. Hiwassee soil is found in long, wide bands on
the upper parts of slopes that have a medium acidity.
On-site soil verification revealed that the soils within the project study area do not reflect the characteristics of the
soil series described above. The soils on site generally displayed a brighter matrix color, which is probably
caused by the historical disturbance to the soils from agricultural activities and introduction of fill material from
road construction and other development.
C. Water Resources
CA. Waters Impacted
Water resources within the project study area are located in the Catawba River Basin (USES Hydrologic Unit
03050101, NCDWQ Subbasin 03-08-32). There are two water resources in the project study area. SR 1486
crosses UT Lyle Creek, a third order tributary to Lyle Creek, which discharges into Catawba River. In addition, a
second order perennial tributary converges with UT Lyle Creek just upstream of the bridge.
Streams have been assigned a best usage classification by the NCDWQ that reflects water quality conditions and
potential resource usage. The classification for UT Lyle Creek (NCDWQ Index No. 11-76-(0.5), 9101/74) is Class
C. Class C waters are protected for secondary recreation, fishing, wildlife, fish and aquatic life propagation and
survival, agriculture and other uses. Secondary recreation involves human body contact with water (wading,
boating, etc.), which occurs in an infrequent, unorganized or incidental manner.
No surface waters classified as High Quality Water (HQW), Water Supply (WS-1 or WS-11), or Outstanding
Resource Waters (011W) exist within 1 mile of the project study area.
UT Lyle Creek at SR 1486 has a channel width of approximately 7 ft and a water depth of 0.33 ft. Bankfull width
the% current bridge location is 19.5 feet, and bankfull height is 3.2 feet. The Creek has a substrate composed
primarily of 60 percent sand/silt, 30 percent gravel, and 10 percent cobble.
There is a small, perennial tributary to this UT Lyle Creek on the southwest side of the bridge. Lyle Creek
supports fish and macroinvertebrates. The substrate is similar to that of UT Lyle Creek.
The Basinwide Monitoring Program, managed by the NCDWQ, is part of an ongoing ambient water quality
monitoring program that addresses long-term trends in water quality. There are no benthic monitoring stations
within the project study area or upstream of the bridge.
The CRBWQP does not rate UT Lyle Creek, but rates Lyle Creek itself as "Fully Supporting" its Class C usage.
Lyle Creek is not listed as an impaired water [Clean Water Act Section 303(d)]. No NPDES permitted facilities
exist within the project study area. The closest NPDES facility is the Conover NE Wastewater Treatment Plan
6
(WWTP) 1.8 miles downstream at the confluence with Lyle Creek. All new NPDES sites in the Lyle Creek
watershed are restricted in discharge of Biological Oxygen Demand and Nitrates by the Lyle Creek Watershed
Management Strategy in order to keep the load of oxygen-consuming wastes at a constant level. A fish
community monitoring station (F-5) on Lyle Creek yielded a "Good-Fair" rating in 1997.
C.2. Anticipated Impacts to Water Resources
Impacts to water resources in the project study area are likely to result from activities associated with project
construction. Activities likely to result in impacts consist of clearing and grubbing along stream banks, removal of
riparian canopy, instream construction, use of fertilizers and pesticides as part of revegetation operations, and
installation of pavement. The following impacts to surface water resources are likely to result from the
aforementioned construction activities.
• Short-term increases in sedimentation and siltation downstream of the crossing associated with
increased erosion potential in the project study area during and immediately following construction.
• Short-term changes in incident light levels and turbidity due to increased sedimentation rates and
vegetation removal.
• Short-term alteration of water levels and flows due to interruptions and/or additions of surface water and
groundwater during construction.
• Short-term increases in nutrient loading during construction via runoff from temporarily exposed land
surfaces.
• A short-term increase in the potential for the release of toxic compounds (such as petroleum products)
from construction equipment and other vehicles.
• Changes in and possible destabilization of water temperature regimes due to removal of vegetation
within or overhanging the watercourse.
• Increased concentrations of pollutants typically associated within roadway runoff.
To minimize potential impacts to water resources in and downstream of the project study area, NCDOT's Best
Management Practices for the Protection of Surface Waters (NCDOT, 1997) will be strictly enforced during the
construction phase of the project. Impacts will be minimized to the fullest degree practicable by limiting instream
activities and by revegetating stream banks immediately following the completion of grading.
C.3. Impacts Related to Bridge Demolition and Removal
In order to protect the water quality and aquatic life in the area affected by this project, the NCDOT and all
contractors will follow appropriate guidelines for bridge demolition and removal. These guidelines are presented
in three NCDOT documents entitled: Pre-Construction Guidelines for Bridge Demolition and Removal, Policy.
Bridge Demolition and Removal in Water of the United States, and Best Management Practices for Bridge
Demolition and Removal.
The superstructure for Bridge No. 17 is composed of a timber deck.on I-beams. The substructure is composed of
mass concrete abutments and an interior bent composed of a timber cap and piles. Neither the superstructure
nor the substructure will create any temporary fill in the creek. However, the removal of the substructure may
create some disturbance of the streambed. If removal of the substructure will create disturbance in the
streambed, a turbidity curtain should be used due to sediment concerns.
7
Because no moratoriums apply and UT Lyle Creek is a Class C water, this project falls under Case 3 (no special
restrictions) of the Best Management Practices for Bridge Demolitions and Removal.
D. Biotic Resources
Biotic resources include terrestrial and aquatic communities. This section describes the biotic communities
encountered in the project study area, as well as the relationships between fauna and flora within these
communities. The composition and distribution of biotic communities throughout the project study area are
reflective of topography, soils, hydrology, and past and present land usage. Descriptions of the terrestrial
systems are presented in the context of plan community classifications. These classifications follow Schafale and
Weakley (1990), where possible. Representative animal species that are likely to occur in these habitats (based
on published range distributions) are also listed.
Scientific nomenclature and common names (where applicable) are provided for each animal and plant species
described. Subsequent references to the same organism refer to the common name only, unless no common
name is designated.
Biotic communities include terrestrial and aquatic elements. Much of the flora and fauna described within biotic
communities use resources from adjacent communities, making boundaries between contiguous communities
difficult to define.
D.1. Plant Communities
There are four terrestrial communities located in the project study area. The project study area is located in the
County on Lee Cline Road (State Road 1486) where is crosses a tributary to UT Lyle Creek. The project study
area consists of disturbed urban forest, wooded floodplain, cleared urban floodplain, and power line right-of-way
(ROW). Due to the disturbed nature of this area, the terrestrial communities do not correspond to any of the
classifications described by Schafale and Weakley (1990).
Disturbed Urban Forest Within the previously mentioned disturbed urban forest, Yellow poplar (Lidodendron
tulipifera) 36-inch (90 cm) diameter breast height (dbh) dominates the canopy. The herb layer consist of Small
yellow crownbeard (Verbesina occidentalis), Wingstem (V. alternifolia), and Daylily (Hemerocallis fulva). .
Wooded Floodplain - Trees within the wooded floodplain include Box elder (Acer negundo)12-inch dbh, Yellow
poplar, Black walnut (Juglans nigra), 8-inch dbh, and Green ash (Fraxinus pennsylvanica) 12-inch dbh. The
understory is dominated by Microstegium (Microstegium vimineum), and Giant cane (Arundinaria gigantea).
Cleared Urban Floodplain - Vegetation within the cleared urban floodplain includes maintained lawn with
Sycamore (Platanus occidentalis) 14-inch dbh and Persimmon (Diospyros virginiana) 6-inch dbh.
Power Line ROW - Maintenance activities within the power line ROW limit the vegetation to stump sprouts of
Tree of heaven (Ailanthus altissima). and Yellow poplar, Johnson grass (Sorghum halepense), Pokeweed
(Phytolacca Americana), Morning glory (lpomea sp.), Jimson weed (Dafura stramonium), and Flowering spurge
(Euphorbia corollata).
8
D.2. Wildlife
Fauna observed in the terrestrial communities within the project study area include White-tailed deer (Odocoileus
virginianus), Blue jay (Cyanocitta cristata), and Dragonfly (Odonata).
Fauna likely to exist in communities within the project study area are as follows. The roadside community could
potentially provide habitat for the Southeaster shrew (Sorex longirostris), Eastern mole (Scalopus aquaticus),
Easter cottontail (Sylvilagus floridanus), Woodchuck (Maromota monax), Old-field mouse (Peromyscus
polionitus), Cotton rat (Sigmodon hispidus), Pine vole (Microtus pinetorum), Eastern harvest mouse
(Reithrodontomys humulis), Red fox (Vulpes fulva), and White-tailed deer (Odocoileus virginianus). Various
species of birds may use the roadside areas for foraging and hunting rodents, etc.
Likely fauna inhabiting the forested stream bank corridor will include similar species to the surrounding roadside
communities described above. However, this riparian corridor, although thin, may allow movement of mammals
from larger forested communities up and downstream of the project study area. These species may include
Oppossum (Didelphis virginiana), Short-tailed shrew (Blarina brevicauda), Eastern mole, Eastern cottontail,
Eastern chipmunk (Tamias striatus), Gray squirrel (Sciums carolinensis), Souther flying squirrel (Glaucomys
volans), White-footed mouse (P. leucopus), Raccoon (Procyon lotor), Striped skunk (Mephitis mephitis), Bobcat
(Lynx rufus), and White-tailed deer. Additional bird species, which forage in the adjacent habitats, may nest in
the trees located along the stream bank.
Fauna likely to exist in the urban areas include Oppossum (Didelphis virginiana), Evening bat (Nycticeius
humeralis), Big brown bat (Eptesicus fuscus), Gray squirrel (Sciurus carolinensis), Norway rat (Rattus
nomegicus), House mouse (Mus musculus), and Raccoon (Procyon Iotor).,
D.3. Aquatic Communities
There are two aquatic communities located in the project study area. These communities include UT Lyle Creek
and one of its tributaries.
Macroinvertebrates found in these communities include mayflies (Baetidae), net making caddisflies
(Hydropsychidae), alderflies (Magaloptera), damselfly and dragonfly larvae (Odonata), and Crayfish (Decapoda).
Fishes observed within these communities include Creek chub (Semotilus atromaculatus), Bluehead chub
(Nocomis leptocephalus), Striped jumprock (Scartomyzon rupriscartes), Rosyside dace (Clinostomus
funduloides); and Greenhead shiner (Notropis chlorocephalus).
In addition, the North American bullfrog (Rana catesbiana) was observed in the stream.
A review of the NCWRC database showed no occurrence of Significant Aquatic Endangered species within 1 mile
of the project study area. There are no Essential Fish Habitats or Construction Moratoria for the project study
area.
9
DA. Anticipated Impacts to Biotic Communities
DA.a. Terrestrial Communities Impacts
Potential impacts to plant communities are estimated based on the approximate area of each plant community
present within both the proposed right-of-way and the temporary construction limits of any on-site detour or
easement that falls outside the estimated permanent right-of-way limit. A summary of potential plant community
impacts is presented in Table 2. All plant community impacts are based on aerial photograph base mapping. A
portion of the permanent plant community impact amount will consist of proposed right-of-way for the road after
the bridge replacement is complete. Impervious surface and open water areas are not included in this analysis.
Table 2
Potential Impacts to Plant Communities
-POTENTIAL IMRNCT8
PLANT acres
COMMUNITY ALT A ALT B
(Preferred)
Impacts A pacts `a ?TAp, Impacts*"
Disturbed Urban Forest 0.05 0.05 0.00
Wooded Floodplain <0.01 <0.01 0.12
Cleared Urban Floodplain 0.00 0.00 0.37
Power Line ROW 0.00 0.00 0.29
Total (acre) 0.05 0.05 0.78
TOTAL FOR ALT acre 0.05 0.83
* Note: Temporary construction impacts are based on the portion of the impacts that fall outside the estimated
right-of-way limit or impacts of temporary on-site detours.
Permanent community impacts for Alternative A represent the least amount of the two alternatives when the
potential temporary impacts are included. The plant community with the largest amount of potential permanent
and temporary impacts for all proposed alternatives is the Disturbed Urban Forest community.
D4.b. Aquatic Communities Impacts
The replacement of Bridge No. 17 over UT Lyle Creek will result in certain unavoidable impacts to the aquatic
community. Probable impacts will be associated with the physical disturbance of the benthic habitat and water
column disturbances resulting from changes in water quantity and quality. Significant disturbance of stream
segments can have an adverse effect on aquatic community composition by reducing species diversity and the
overall quality of aquatic habitats. Physical alterations to aquatic habitats can result in the following impacts to
aquatic communities:
• Inhibition of plant growth.
• Resuspension of organic detritus and removal of aquatic vegetation that can lead to increased nutrient
loading. Nutrient loading can, in turn, lead to algal blooms and ensuing depletion of dissolved oxygen
levels. ,
• Increases in suspended and settleable solids that can, in turn, lead to clogging of feeding structures of
10
filter-feeding organisms and the gills of fish.
• Loss of benthic macroinvertebrates through increased scouring and sediment loading. -
• Loss of fish shelter through removal of overhanging stream banks and snags.
• Increases in seasonal water temperatures resulting from removal of riparian canopy.
• Burial of benthic organisms and associated habitat.
Unavoidable impacts to aquatic communities within and immediately downstream of the project study area will be
minimized to the fullest degree practicable through strict adherence to NCDOT's Best Management Practices for
the Protection of Surface Waters (NCDOT, 1997) and other applicable guidelines pertaining to best management
practices. Means to minimize impacts will include (1) utilizing construction methods that will limit instream
activities as much as practicable, (2) restoring the stream bed as needed, and (3) revegetating stream banks
immediately following the completion of grading.
E. Special Topics
E.1. "Waters of the United States": Jurisdictional Issues
Surface waters within the embankments of UT Lyle Creek are subject to jurisdictional consideration under Section
404 of the Clean Water Act as "Waters of the United States" (33 CFR 328.3): Wetlands subject to review under
Section 404 of the Clean Water Act (33 U.S.C. 1344) are defined by the presence of three primary criteria: hydric
soils, hydrophytic vegetation, and evidence of hydrology within 12 inches of the soil surface for a portion (12.5
percent) of the growing season (DOA 1987). No wetlands have been mapped within the project study area under
the National Wetlands Inventory (NWI) program.
E.2. Anticipated Impacts to Waters of the United States
Temporary and permanent impacts to surface waters and wetlands are estimated based on the amount of each
jurisdictional area within the project limits. Temporary impacts include those impacts that will result from
temporary construction activities outside of permanent right-of-way and/or those associated with temporary on-
site detours. Temporary impact areas will be restored to their original condition after the project has, been
completed. Permanent impacts are those areas that will be in the construction limits and/or the proposed right-of-
way of the new structure and approaches. Portions of those areas that are considered temporary impact areas
often end up being within the final right-of-way.
No jurisdictional wetlands were found within the project study area. Neither alternative will have any steam
channel impacts because each alternative calls for the existing bridge to be replaced with a new bridge. The on-
site detour proposed in Alternative B also utilizes a temporary bridge.
E.3. Permits
Section 404 of the Clean Water Act - In accordance with Section 404 of the Clean Water Act (33 U.S.C. 1344),
a permit is required from the United States Army Corp of Engineers (USACE) for projects of this type for the
discharge of dredge or fill material in "Waters of the United States". The USACE issues two types of permits for
these activities. A general permit may be issued on a nationwide or regional basis for a category, or categories,
of activities when: those activities are substantially similar in nature and cause only minimal individual or
cumulative environmental impacts, or when the general permit would result in avoiding unnecessary duplication
of regulatory control exercised by another Federal, state, or local agency provided that the environmental
consequences of the action are individually and cumulatively minimal. If a general permit is not appropriate for a
11
particular activity, then an individual permit must be utilized. Individual permits are authorized on a case-by-case
evaluation of a specific project involving the proposed discharges.
It is anticipated that this project will fall under Nationwide Permit 23, which is a type of general permit. Nationwide
Permit 23 is relevant to approved Categorical Exclusions: This permit authorizes any activities, work, and
discharges undertaken, assisted, authorized, regulated, funded, or financed, in whole or in part, by another
federal agency and that the activity is "categorically excluded" from environmental documentation because it is
included within a category of actions which neither individually nor cumulatively have a significant effect on the
environment Activities authorized under nationwide permits must satisfy all terms and conditions of the particular
permit. However, final permit decisions are left to the discretionary authority of the USACE.
Section 401 Water Quality Certification - A 401 Water Quality Certification, administered through the DWQ, will
also be required. This certification is issued for any activity which may result in a discharge into waters for which
a federal permit is required. According to the DWQ, one condition of the permit is that the appropriate sediment
and erosion control practices must be utilized to prevent exceedences of the appropriate turbidity water quality
standard.
E.4. Mitigation
The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy which
embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and
maintain the chemical, biological, and physical integrity of the waters of the United States, specifically wetlands.
Mitigation of wetland impacts has been defined by the CEQ to include: avoiding impacts, minimizing impacts,
rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20). Each of these
three aspects (avoidance, minimization, and compensatory mitigation) must be considered sequentially.
Avoidance Mitigation by avoidance examines appropriate and practicable measures for averting impact to
Waters of the United States. A 1990 Memorandum of Agreement between the Environmental Protection Agency
(EPA) and the USACE; states that in determining appropriate and practicable measures to offset unavoidable
impacts; such `measures should be appropriate to the scope and degree of those impacts and practicable in
terms of cost; existing technology, and logistics in light of overall project' purposes.
The proposed alternative involves replacing the bridge "in-place" and utilizing an off-site detour thereby avoiding
any impacts.,.
Minimization - Minimization of adverse impact to Waters of the United States includes examination of
appropriate and practicable measures to reduce such impacts. Implementation of these steps will be required
through project modifications and permit conditions. Adverse impacts are typically minimized by decreasing the
proposed project footprint through reduction of median widths, right-of-way widths, and/or fill slopes.
Other practical mechanisms to minimize impacts to waters of the United States include strict enforcement of
sedimentation control BMPs for protection of surface waters during the entire life of the project; reduction of
clearing and grubbing activity; reduction/elimination of direct discharge into streams; reduction of runoff velocity;
reestablishment of vegetation on exposed areas, with judicious pesticide and herbicide management;
minimization of instream activity; and litter/debris control.
12
No measures are proposed for this project because there are no jurisdictional wetlands within the project study
area.
Compensatory Mitigation - Compensatory mitigation, including restoration, creation and enhancement of
Waters of the United States, is typically not considered unless anticipated impacts to Waters of the United States
have been avoided and minimized to the maximum extent practicable. Further, it is recognized that "no net loss
of wetlands" may not be achievable in every permit action. Therefore, compensatory mitigation is required for
unavoidable adverse impacts which remain after all appropriate and practicable minimization measures have
been required.
Compensatory mitigation is not expected to be required for this project. A final determination regarding mitigation
requirements rest with the USACE.
F. Protected Species
F.I. Federally Protected Species
Species with the federal classification of Endangered (E), Threatened (T), or Proposed Endangered (PE), and
Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species
Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). Table 3 lists the federal protected species for Catawba
County (USFWS list dated February 5, 2003).
Table 3
Federally Protected Species Listed for Catawba County, North Carolina
Common Name ? Scientific Name Status Bioloqrcal Corgi lesion
Dwarf-flowered heartleaf I Hexastylis naniflora I T I No Effect
Threatened - any native or once-native species which is likely to become an endangered species within the foreseeable
future throughout all or a significant portion of its range.
Dwarf-flowered heartleaf - The dwarf-flowered heartleaf is a small, spicy-smelling, rhizomatous perennial herb.
The long-stalked evergreen leaves (to about 6 inches long) are leathery, heart-shaped, and mottled with white
(Kral 1983). The solitary purplish flower is jug-shaped, fleshy and firm, and has three triangular lobes. Flower
and fruits appear in April and early May, usually under leaf litter (Cooper et al. 1977).
Preferred habitat is north-facing slopes of rich deciduous forest, usually associated with mountain laurel in acidic,
sandy loam soils. Suitable soils in this region of the state are Pacolet sandy loam, Madison gravelly sandy loam,
and Musella fine sandy loam. Dwarf-flowered heartleaf is known from the Piedmont of North and South Carolina
(Kral 1983).
BIOLOGICAL CONCLUSION: NO EFFECT
NHP records document the nearest dwarf-flowered heartleaf individuals approximately 3.8 miles southeast of the
project study area. Field surveys conducted on June 11, 2003 identified suitable habitat along a short reach of
stream, in the floodplain, and on a low bluff. A systematic survey of these areas of suitable habitat failed to
identify this species.
13
F.2. Federal Species of Concern
Federal Species of Concern (FSC) are not afforded federal protection under the Endangered Species Act and are
not subject to any of the provisions included in Section 7 until they are formally proposed or listed as Threatened
or Endangered. In addition to the federal program, organisms that are listed as Endangered (E), Threatened (T),
or Special Concern (SC) by the North Carolina Natural Heritage Program (NCNHP) on its list of Rare Plant and
Animal Species are afforded state protection under the N.C. State Endangered Species Act and the N.C. Plant
Protection and Conservation Act of 1979. Table 4 lists the Federal Species of Concern for Catawba County, the
state status of these species, and the potential for suitable habitat in the project study area. The NCNHP
database shows no occurrences of FSC within 1 mile (1.6 km) of the project study area as of August 2001.
Table 4
Federal Species of Concern (FSC) for Catawba County, North Carolina
-Common a S n ific Name i' t W to to e
Habi?at St?ius
Catawba crayfish ostracod Dact loc here isabelae Yes SR
Sweet inesa Monotro sis odorata No SR-T
Threatened (T) - any native or once-native species which is likely to become an endangered species within the foreseeable future
throughout all or a significant portion of its range.
Significantly Rare (SR) - a species not listed as 'E", 'T", or "SC", but which exists in the state in small numbers and has been
determined to need monitoring.
F.3. Summary of Anticipated Impacts
The proposed project is not anticipated to impact any threatened or endangered species.
VI. CULTURAL RESOURCES
A. Compliance Guidelines
This project is subject to compliance with Section 106 of the National Historic Preservation Act of 1966, as
amended, implemented by the Advisory Council on Historic Preservation's Regulations for Compliance with
Section 106, codified at 36 CFR Part 800. Section 106 requires- Federal agencies to take into account the effect
of their undertakings (federally funded, licensed, or permitted) on. properties listed in or eligible for inclusion in the
National Register of Historic Places and to afford the Advisory Council on Historic Preservation a reasonable
opportunity to comment on such undertakings. This project has been coordinated with the North Carolina State
Historic Preservation Officer (SHPO) in accordance with the Advisory Council's regulations and FHWA
procedures.
B. Historic Architecture
The SHPO, in a memorandum dated April 10, 2002, stated "We have conducted a review of the proposed
undertaking and are aware of no historic resources which would be affected by the project. Therefore, we have
no comment on the undertaking as proposed." A copy of the SHPO memorandum is included in the Appendix.
14
C. Archaeology
The SHPO, in a memorandum dated April 10, 2002, stated "We have conducted a. review of the proposed
undertaking and are aware of no historic resources which would be affected by the project. Therefore, we have
no comment on the undertaking as proposed." A copy of the SHPO memorandum is included in the Appendix.
VII. ENVIRONMENTAL EFFECTS
The project.is expected to have an overall positive impact. Replacement of the inadequate bridge will result in
safer traffic operations.
The project is considered a Federal "Categorical Exclusion" due to its limited scope and lack of substantial
environmental consequences.
Replacement of Bridge No. 17 will not have an adverse effect on the quality of the human or natural environment
with the use of the current North Carolina Department of Transportation standards and specifications.
The project is not in conflict with any plan, existing land use, or zoning regulation. No change in land use is
expected to result from the construction of the project.
No adverse impact on families or communities is anticipated. Right-of-way acquisition will be limited. No
relocatees are expected with implementation of the proposed alternative.
No adverse effect on public facilities or services is expected. The project is not expected to adversely affect
social, economic, or religious opportunities in the area.
In compliance with Executive Order 12898 (Federal Actions to Address Environmental Justice in Minority
Populations and Low Income Populations) a review was conducted to determine whether minority or low-income
populations were receiving disproportionately high and adverse human health and environmental impacts as a
result of this project. The investigation determined the project would not disproportionately impact any minority or
low-income populations.
The studied route does not contain any bicycle accommodations, nor is it a designated bicycle route; therefore,
no bicycle accommodations have been included as part of this project.
This project has been coordinated with the United States Department of Agriculture, Natural Resources
Conservation Service. The Farmland Protection Policy Act requires all federal agencies or their representatives
to consider the potential impact to prime farmland for all land acquisition and construction projects. The proposed
project involves replacing the bridge in its existing location; therefore, no impacts to prime or locally important
farmland are anticipated.
No publicly owned parks or recreational facilities, wildlife and waterfowl refuges, or historic sites of national, state
or local significance in the immediate vicinity of the project will be impacted.
15
The proposed project will not require right-of-way acquisition or easement from any land protected under Section
4(f) of the Department of Transportation Act of 1966.
No adverse effects to air quality are anticipated from this project. This project is an air quality "neutral" project, so
it is not required to be included in the regional emissions analysis and a project level CO analysis is not required.
Since the project is located in an attainment area, 40 CFR Part 51 is not applicable. If vegetation or wood debris
is disposed of by open burning, it shall be done in accordance with applicable local laws and regulations of the
North Carolina State Implementation Plan (SIP) for air quality in compliance with 15 NCAC 2D.0520 and 1990
Clean Air Act Amendments and the National Environmental Policy Act. This evaluation completes the
assessment requirements for air quality, and no additional reports are required.
Ambient noise levels may increase during the construction of this project; however this increase will be only
temporary and usually confined to daylight hours. There should be no notable change in traffic volumes after this
project is complete. Therefore, this project will have no adverse effect on existing noise levels. Noise receptors in
the project study area will not be impacted by this project. This evaluation completes the assessment
requirements for highway noise set forth in 23 CFR Part 772. No additional reports are required.
The NCDOT Geotechnical Unit determined that no underground storage tanks or areas of other contamination
were present at or near the project study area.
Catawba County is a participant in the Federal Flood Insurance Program. The project is located in a Detailed
Study Area. The replacement structure is proposed as an in-kind replacement and in the absence of historical
problems, increased flood impacts associated with this bridge replacement are not anticipated. The approximate
100-year floodplain in the project study area is shown in Figure 6.
Geotechnical borings for the bridge foundation will be necessary.
Based on the above discussion, it is concluded that no substantial adverse environmental impacts will result from
the replacement of Bridge No. 17.
VIII. PUBLIC INVOLVEMENT
Due to the isolated nature of this bridge replacement project, no formal public involvement program was initiated.
Efforts were undertaken early in the planning process to contact local officials to involve them in the project
development with a scoping letter.
IX. AGENCY COMMENTS
Agencies have commented on the proposed bridge replacement (see letters in the Appendix). These comments
were noted and considered during the environmental and design processes.
16
FIGURES
Looking North across Bridge No. 17
Looking South across Bridge No. 17
rte.
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
SR 1486
Replace Bridge No. 17 over
unnamed creek
Catawba County, North Carolina
TIP NO. B-4060
Not to Scale FIGURE 2
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Looking East at Bridge No. 17
Looking West from Bridge No. 17
"- NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
? J
SR 1486
Replace Bridge No. 17 over
unnamed creek
Catawba County, North Carolina
TIP NO. B-4060
Not to Scale FIGURE 3
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CATAWBA CO.
• NORTH CAROLINA
. DEPARTMENT OF TRANSPORTATION
SR 1486
Replace Bridge No. 17 over
unnamed creek
Catawba County, North Carolina
TIP NO. B-4060
PROJECT VICINITY MAP
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STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
June 1, 2006
ATTENTION: Mr. Steve Lund
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
SUBJECT: Nationwide Permit 33 Application Correction for the proposed
replacement of Bridge No. 17 on SR 1486 (Lee Cline Road) over Cline
Creek, in Catawba County. Federal Aid Project No. BRZ-1486(1), State
Project No. 82792201, TIP No. B-4060, WBS Element 33424.1.1,
Division 12.
The nationwide permit application cover letter for this project, dated May 12, 2006 contained a
discrepancy in regards to the size of the bridge replacement. The cover letter referred to a 75-foot
single span bridge, however the bridge will actually be three spans totaling 155 feet. This
discrepancy will cause no additional impacts or changes in the permit drawings as they already
illustrate the triple spans.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Megan Willis at mswillis(a)dot.state.nc.us or [phone].
Sincerely,
l?
C- Gregory J. horpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
cc:
Mr. John Hennessy, NCDWQ (2 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. M.L. Holder, P.E., Division Engineer
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Ms. Trish Simon, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Vince Rhea, P.E., PDEA Engineer
TELEPHONE: [phone] or
919-715-1335
FAX: [phone]
WEBSITE: WWW NCDOT.ORG
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604
l
CONTRACT: C201427 TIP PR
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FLOOD INSURANCE RATE MAP
CATAWBA COUNTY,
NORTH CAROLINA
(UNINCORPORATED AREAS)
PANEL 130 OF 350
Off MAP mm MR PANes NQr PAmmi
COMMUNITY-PANEL NUMBER
370050 0130 8
EFFECTIVE DATE:
SEPTEMBER 3,1980
federal emergency management agency
federal insurance administration
n NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
SR 1486
Replace Bridge No. 17 over
Cline Creek
Catawba County, North Carolina
TIP NO.'13-4060
FEMA 100-YEAR FLOOD PLAIN
MAP
Not to Scale FIGURE 6
APPENDIX

US Fish and Wildlife Service
160 Zillicoa Street
Asheville, NC 28801
Phone [phone] Ext 237, Fax [phone]
MEMO FOR: William T. Goodwin. P.E. DATE: June 27, 2002
FROM: Marella Buncick
SUBJECT: Review of NCDOT 2005 Bridge Program
I have completed initial review of the approximately 70 proposed bridge replacements for
NCDOT Divisions 9-14 for the year 2005. I would like to commend NCDOT for
obtaining the natural resource information up front and allowing the agencies to review
the proposals and provide comments so early in the process. It was a large volume of
work for everyone involved but I feel that the input will be much more meaningful at this
early planning stage.
Attached is a spreadsheet with specific comments for each project reviewed. All of the
projects have been assigned a Green; Yellow, or Red ranking depending on the resources
affected and the need for future consultation. As you will note, the majority of the
projects received a Yellow ranking. This is due in large part to the fact that there are
unresolved issues related to listed species. Many of these projects likely will become
Green projects after further field review. However, obligations under Section 7 of the
Act must be reconsidered if. (1) new information reveals impacts of this identified action
that may affect listed species or critical habitat in a manner not previously considered, (2)
actions are subsequently modified in a manner that was not considered in this review, or
(3) a new species is listed or critical habitat is determined that may be affected by the
identified action.
I also have general comments regarding the process and reports. My general comments
follow.
Report Content and Organization
1. The reports would be more easily handled if they were not spiral or otherwise
bound.
2. Maps need to be much better. Without a significant landmark-- highway, larger
town, other feature - it sometimes took a long time to figure out the location of
the project within a county.
3. The reports were organized somewhat similarly, but more consistency would aid
in the review process. Perhaps a table that has the significant features ---stream
width, depth, DWQ class, etc.--also would help.
4. For listed species, rit.:oftenyv. diffi'cult=.td.tell whether field surveys had been
conducted or whether the information was limited to: a database search...
5. In the future, I would appreciate having the Rosgen stream classification included
as part of the information.
Listed Species Surveys
Projects currently ranked as Yellow will need to be reviewed in the future after the -stated -
issues are resolved. For those reports with unresolved issues related to listed species, I
would recommend that NCDOT wait until closer to implementation time to conduct-final
surveys. In general, after three to five years we need updated information regarding the
project and listed species. Additionally, when aquatic species are involved (particularly
mussels) several surveys maybe required to-adequately determine presence. or a entae,:
The three projects receiving a Red ranking will need. to be followed very closelyto
determine future consultation requirements. These include B4287 (actually:2- bridge
replacements), B-4286, and B-4282. These projects were ranked as Red because of the
significance of the number of listed resources potentially affected and the river, (either
main stem or tributary) involved.
I would encourage NCDOT to require consultants to at least assess habitat for the bog
turtle. While the bog turtle technically does not require Section 7 consultation, it is a
species of concern and NCDOT is actively managing mitigation sites or parts of sites for
this species. Additionally, the Wildlife Resources Commission considers this animal rare
in NC and participates actively in surveys and conservation efforts on its behalf.
Bridge Design and Construction Practices
I am assuming that FWS comments/recommendations in the past regarding bridge design.
demolition, and construction practices will be folded into each of these projects. Since
NCDOT is also working on a BMP manual that covers these practices, I think it would be
redundant to state them again. However, if any questions arise, please let me know. I
would like to emphasize that we prefer off-site detours wherever possible, to minimize
effects to resources.
Each of these projects has been assigned a log number. Please refer to these numbers in
future requests regarding the subject projects. Thank you again for the opportunity to
provide these comments. If you have questions, please let me know.

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61
f ?
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael Easley, Governor
Bill Ross' Secretary
Gregory Thorpe, Director
June 18, 2002
A;?
NCD?EN'R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Memorandum To: William T. Goodwin, Jr., PE, Unit Head
Bridge Replacement Planning Unit
Prbject Development and.Environmental Analysis Branch
Through- John Do
NC Divisi Powaa.. guality
From: Robert Ridings Zater NC Division of Quality
Subject: Review of Natural Systems Technical Reports for bridge
replacement projects scheduled for construction in CFY 2005:
"Green Light" Projects: B-4077, B-4082, B-4090, B-4152, B-4248,
B-4036, B-4059, B-4060, B-4155, B-4158, B-4177, B-4178,
B-4198, B-419.7. B-4194, & B-4192.
On all projects, use of proper sediment and erosion control will be needed. Sediment and erosion
control measures should not be placed in wetlands. Sediment should be removed from any water
pumped from behind a cofferdam before the water is returned to the stream.
This office would prefer bridges to be replaced with new bridges. However if the bridge must be
replaced by a culvert and 150 linear feet or more of stream is impacted, a stream mitigation plan
will be needed prior to the issuance of a 401 Water Quality.Certification. While the NCDWQ
realizes that this may not always be practical, it should be noted that for projects requiring
mitigation, appropriate mitigation plans will be required prior to issuance of a 401 Water Quality
Certification
For permitting, any project that falls under the Corps of Engineers' Nationwide Permits 23 or 33
do not require written concurrence by the NC Division of Water Quality. Notification and
courtesy copies of materials sent to the Corps, including mitigation plans, are required. For
projects that fall under the Corps of Engineers Nationwide Permit 14 or Regional General Bridge
Permit 31, the formal 401 application process will be required including appropriate fees and
mitigation plans.
Any proposed culverts shall be installed in such a manner that the original stream profile is not
altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of culvert
extensions.
Wetlands/401 Unit 2321 Crabtree Blvd. Suite 250 Raleigh, North Carolina 27604
Telephone [phone] FAX [phone]

Do not use any machinery in the stream channels unless absolutely necessary. Additionally,
vegetation should not be removed from the stream bank unless it is absolutely necessary.
NCDOT should especially avoid removing large trees and undercut banks. If large, undercut
trees must be removed, then -the trunks should be cut and the stumps and root systems left in
place to minimize damage to stream banks.
Special Note on projects B-4077 and B-4090: these waters are classified as 303(d) waters.
Special measures for sediment control will be needed
Thank you for requesting our input at this time. The DOT 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.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
REPLY TO
ATTENTION OF
Regulatory Division June 14, 2002
Asheville Regulatory Field Office
Mr. William T. Goodwin, Jr., PE
Bridge Replacement Planning Unit
Project Development & Environmental Analysis Branch
1548 Mail Service Center
Raleigh, N. C. 27699-1548
Subject: Review of Natural Systems Technical Reports for bridge replacement projects
scheduled for construction in CFY 2005, Distribution Group 3
Dear Mr. Goodwin:
Reference your letters February 18, 2002, March 1, 2002, March 18, 2002, and
April 24, 2002 regarding our scoping comments on the following proposed bridge
replacement projects:
1. TIP Project No. B-4059, Bridge No. 79 on SR 1156 over Anthony Creek,
Catawba County.
2. TIP Project No. B-4060, Bridge No. 17 on SR 1486 over UT Lyle Creek,
Catawba County.
3. TIP Project No. B-4076, Bridge No. 156 on SR 1804 over Buffalo Creek,
Cleveland County.
4. TIP Project No. B-4116, Bridge No. 148 on SR 1618 over Beaver Dam Creek,
Gaston County.
5. TIP Project No. B-4155, Bridge No. 116 on SR 1521 over Third Creek, Iredell
County.
6. TIP Project No. B-4158, Bridge No. 228 on SR 1854 over Rocky Creek, Iredell
County.
7. TIP Project No. B-4177, Bridge No. 142 on SR 1193 over Howards Creek,
Lincoln County.
8. TIP Project No. B-4178, Bridge No. 33 on SR 1357 over Dellinger Creek,
Lincoln County.
With the exception of B-4155, Bridge No. 116, Iredell Co., it does not appear that any
of these proposed bridge replacement projects will impact jurisdictional wetlands. Pursuant
110,

to Section 404 of the Clean Water Act of 1977, as amended, Department of the Army
(DA) permit authorization will be required for the discharge of excavated or fill material in
waters (and wetlands, if applicable) of the United States, including disposal of construction
debris. Specific permit requirements will depend on design of the projects, extent of fill
work within the waters of the United States, construction methods, and other factors.
Although these projects may qualify as a Categorical Exclusion, to qualify for
nationwide permit authorization under Nationwide Permit #23, the project planning report
should contain sufficient information to document that the proposed activity does not have
more than a minimal individual or cumulative impact on the aquatic environment. All
activities, including temporary construction, access, and dewatering activities, should be
included in the project planning report. Our experience has shown that replacing bridges
with culverts often results in sufficient adverse impacts to consider the work as having
more than minimal impacts on the aquatic environment. Accordingly, the following items
need to be addressed in the project planning report:
a. The report should contain the amount of permanent and temporary impacts to
waters and wetlands as well as a description of the type of habitat that will be affected by
the proposed project.
b. Off site detours are generally preferable to on-site (temporary) detours which
impact waters or wetlands. If an on-site detour is the recommended action, justification
should be provided that demonstrates that alternatives with lesser impacts are not
practicable. Please note that an onsite detour constructed on a spanning structure can
potentially avoid permanent impacts to waters or wetlands and should be considered
whenever an on-site detour is the recommended action. For projects where a spanning
structure is not feasible, the NCDOT should investigate the existence of previous onsite
detours at the site that were used in previous construction activities. These areas should
be utilized for onsite detours whenever possible to minimize impacts.
For proposed projects and associated on-site detours that cause minimal losses of
waters or wetlands, an approved restoration and monitoring plan will be required prior to
issuance of a DA nationwide or Regional general permit. For proposed projects and
associated on-site detours that cause more than minimal losses of waters or wetlands, an
individual DA permit and a compensatory mitigation proposal for the unavoidable impacts
may be required.
c. Project commitments should include the removal of all temporary fills from
waters and wetlands and "time-of-year restrictions on in-stream work if
recommended by the NC Wildlife Resources Commission.
14

d. All restored areas should be planted with endemic vegetation including trees, if
appropriate. For projects proposing a temporary onsite detour, the entire detour area,
including any previous detour from past construction, should be removed in its entirety.
e. The report should provide an estimate of the linear feet of new impacts to
streams resulting from construction of the project.
d. If a bridge is proposed to be replaced with a culvert, NCDOT must demonstrate
that the work will not result in more than minimal impacts to the aquatic environment,
specifically addressing the passage of aquatic life including anadromous fish. The work
must also not alter the stream hydraulics and create flooding of adjacent properties or
result in unstable stream banks.
g. The report should discuss and recommend bridge demolition methods and shall
include the impacts of bridge demolition and debris removal in addition to the impacts of
constructing the bridge. The. report should also incorporate the bridge demolition policy
recommendations pursuant to the NCDOT policy entitled "Bridge Demolition and
Removal in Waters of the United States" dated September 20, 1999.
h. Lengthening existing bridges can often benefit the ecological and hydrological
functions of the associated wetlands and streams. In some cases bridge approaches are
connected to earthen causeways that were built over wetlands and streams. Replacing
these causeways with longer bridges would allow previously impacted waters, wetlands
and floodplains to be restored. In an effort to encourage this type of work, mitigation
credit for wetland restoration activities can be provided to offset the added costs of
lengthening an existing bridge.
i. Based on the information provided, determinations of "No Effect" were made in
Biological Conclusions regarding Federally protected species identified within counties of
the subject projects. It is noted that recommendations were made for further investigation
regarding the bog turtle (B-4155, Iredell Co.) and the dwarf-flowered heartleaf (B-4158,
Lincoln Co.), indicating that the presence of federally listed species identified in the natural
systems report for some of these projects remains unresolved, and will require further
study before an effect determination can be made.
j. You have requested that the referenced projects be given a designation of
"Red", "Green" or "Yellow" as explained in your letters. At this time, all the projects
listed above would receive a "Yellow" designation by our office.
A, d
-4-
Should you have any questions please call Mr. John W. Hendrix in the Asheville
Regulatory Field Office at 828-271-7980, ext. 7.
Sincerely,
John W. Hendrix
Project Manager
1W
a
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
TO: William T. Goodwin, Jr., PE, Unit Head
Bridge Replacement & Environmental Analysis Branch
FROM: Ron Linville, Habitat Conservation go dinator
Habitat Conservation Program j
DATE: May 20, 2002
SUBJECT: NCDOT Bridge Replacements:
Catawba County - Bridge No. 79, SRI 156, Anthony Creek, B-4059
Catawba County - Bridge No. 17, SR1486, Wlyle Creek,B 4060
Caldwell County - Bridge No. 7, NC268, Yadkin River, B-4052
Lincoln County - Bridge No. 33, SR1357, Dellinger Creek, R-4178
Lincoln County- Bridge No. 142, SRI 193, Howards Creek, B-4177
Gaston County - Bridge No. 148, SRI 618, Beaver Dam Creek, B-4116
Cleveland County - Bridge No. 156, SRI 804, Buffalo Creek, B-4076
Surry County - Bridge No. 221, SRI 625, Pauls Creek, B-4285
Surry County - Bridge No. 29, SRI 322, Mill Creek, B-4284
Iredell County - Bridge No. 116, SR1521, Third Creek, B-4155
Watauga County - Bridge No. 320, SRI 153, Beech Creek, B-4316
Watauga County - Bridge No. 16, SRI 541, MF SF New River, B-4317
Watauga County - Bridge No. 321, SRI 598, Watauga River, .B-4318
Wilkes County- Bridge No. 71, SRI 167, Stony Fork Creek, 4322
Ashe County - Bridge No. 85, SRI 106, Mill Creek, B-4011
Ashe County - Bridge No. 117, SRI 118, NF New River, B-4012
Ashe County - Bridge No. 338, SRI 320, Roaring River, B-4013
Ashe County - Bridge No. 165, SRI 362, Big Horse Creek, B-4015
Ashe County - Bridge. No. 273, SRI 347, Big Horse Creek, B-4016
Iredell County - Bridge No. 228, SRI 854, Rocky Creek, B-4158
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act

Bridge' Memo
2
May 20, 2002
(42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661-667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
.be planted with a spacing of not more than 10'x10'. If possible, when using temporary
structures the area should 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 revegetate naturally and minimizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general. `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual `404' permit.
8. In streams.that contain threatened or endangered species, NCDOT biologist Mr. Tim
Savidge should be notified. Special measures to protect these sensitive species may be
required. NCDOT should. also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should
be followed.
10. In areas with significant fisheries for sunfish, seasonal exclusions may also be
recommended.
11. Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
12. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long-term erosion control.
Bridge Memo
May 20, 2002
13. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used
where possible to prevent excavation in flowing water.
14. 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.
15. Only clean, sediment-free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
16. During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth). If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplain bench elevation (similar to Lyonsfield design). These should be
reconnected to floodplain benches as appropriate. This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions. Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement. If
culverts are longer than 40-50 linear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern. This should enhance
aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms. In essence, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must 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.
4. Riprap should 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 professionally designed, sized, and installed.

Bridge Memo
4 May 20, 2002
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100-year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with.
native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands. If successful, the site may be utilized as mitigation for the subject project or
other projects in the watershed.
Project specific comments:
1. Catawba County - Bridge No. 79, SRI 156, Anthony Creek, B-4059, GREEN LIGHT
No special concerns indicated. Standard requirements should apply.
2. Catawba County -Bridge No. 17, SRI 486, Wlyle Creek, B-4(60, GREEN LIGHT
No special concerns indicated. Standard requirements should apply.
3. Caldwell County - Bridge No. 7, NC268, Yadkin River, B-4052, YELLOW LIGHT
Warmwater species including small mouth bass. Brown trout moratorium (October 15 through
April 15). NEW spanning bridge preferred.
4. Lincoln County - Bridge No. 33, SRI' )57, Dellinger Creek, RGREEN LIGHT
No special concerns indicated. Standard requirements should apply.
5. Lincoln County - Bridge No. 142, SRI 193, Howards Creek, B-4177, GREEN LIGHT
No special concerns indicated. Standard requirements should apply.
6. Gaston County - Bridge No. 148, SRI 618, Beaver Dam Creek, B-4116, GREEN LIGHT
Moratorium (May 1 - July 15). Standard requirements should apply.
7. Cleveland County - Bridge No. 156, SRI 804, Buffalo Creek, B-4076, GREEN LIGHT
Warmwater fishery. No special concerns indicated. Standard requirements should apply.
8. Surry County -Bridge No. 221, SRI 625, Pauls Creek, B-4285, YELLOW/RED LIGHT
Hatchery Supported Waters. Trout stocking location. Work should be accomplished between
June 15 - March 15. New spanning bridge structure requested.
9. Surry County - Bridge No. 29, SRI 3222 Mill Creek, B-4284, RED LIGHT
Small mouth bass moratorium (May 1 - June 30). Survey for brook floater (Alasmidonta
varicose) due to proximity to Mitchell River. Sensitive water erosion controls. New spanning
bridge structure requested.
10.-Iredell County -Bridge No. 116, SR1521, Third Creek, B-4155, GREEN LIGHT
No special concerns indicated. Standard requirements should apply.
11. Watauga County - Bridge No. 320, SRI 153, Beech Creek, B-4316, YELLOW/RED LIGHT
Rainbow trout moratorium. NEW spanning bridge preferred.
12. Watauga County - Bridge No. 16, SRI 54 1, MF SF New River, B-4317, RED LIGHT
Rainbow and brown trout moratorium (October 15 through April 15). Hatchery Supported
Waters. Many listed fish and mussels in SF New River. Surveys recommended. Sensitive water
erosion control methods. NEW spanning bridge requested.
Bridge Memo
Nlay 20, 2002
13. Watauga County - Bridge No. 321. SRI 598, Watauga River, B-4318, YELLOW LIGHT
Rainbow and Brown trout. NEW spanning bridge preferred.
14. Wilkes County - Bridge No. 71. SRI 167, Stony Fork Creek, 4322, YELLOW LIGHT
Rainbow and Brown trout. NEW spanning bridge preferred.
15. Ashe County - Bridge No. 85, SRI 106, Mill Creek. B-4011, YELLOW LIGHT
Brown trout moratorium. NEW spanning bridge preferred.
16. Ashe County - Bridge No. 117, SRI 118, NF New River, B-4012, YELLOW LIGHT
Rainbow and Brown trout moratorium. NEW spanning bridge preferred.
C4
17. Ashe County - Bridge No, 338, SRI 320, Roaring River, B-4013, GREEN LIGHT
Rainbow and Brown trout. NEW spanning bridge preferred.
18. Ashe County - Bridge No. 165, SRI' )62, Big Horse Creek, B-4015, GREEN LIGHT
Rainbow trout moratorium. NEW spanning bridge preferred.
19. Ashe County - Bridge No. 273, SR1347, Big Horse Creek, B-4016, YELLOWLIGHT
Small mouth bass moratorium. NEW spanning bridge?
20. Iredell County - Bridge No. 228, SRI 854, Rocky Creek, B-4158, YELLOW LIGHT
Small mouth bass moratorium. Standard requirements should apply.
NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the
vicinity of bridge replacements. Restoring previously disturbed floodplain benches should
narrow and deepen streams previously widened and shallowed during initial bridge installation.
NCDOT should install and maintain sedimentation control measures throughout the life of the
project and prevent wet concrete from contacting water in or entering into these streams.
Replacement of bridges with spanning structures of some type, as opposed to pipe or box
culverts, is recommended in most cases. Spanning structures allow wildlife passage along
streambanks and reduce habitat fragmentation.
Please be advised that this is a cursory review and that other issues may arise during
additional site reviews and visits. If you need further assistance or information on NCWRC
concerns regarding bridge replacements,.please contact meat [phone]. Thank you for the
opportunity to review and comment on these projects.
Cc: David Cox, WRC
f? A
:? ?t,s3. • S:
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor
Lisheth C. Evans, Secretarv
1ellrcy J. Crow, Deputy SecrLtarv
Office of Archiv(-N and History
April 10, 2002
MEMO1tANDUM
TO: William D. Gilmore, Manager
Project Development and Environmental Analysis Branch
Division of Highwavs
Department of Transportation
FROM: David Brook-?5 4 j L,

Division of Historical Resources
David J. Olson. Director
RECE/?F
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SUBJECT: Replace Bridge No. 17 on SR 1486 over Creek, B-4060, Catawba County, LK 02-860
Thank you for your memorandum of September 25, 2001, concerning the above project.
We have conducted a review of the proposed undertaking and are aware of no historic resources which
would be affected by the project. Therefore, we have no comment on the undertaking as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above referenced tracking number.
DB:kgc

Location Maitin!, Address - Telephone/Fax
Administration 5II; N. B10L1111 St. Italii_111. \(' 461. \Isil ScrciccCctncr. Raleigh -2-1699-4617 [phone] •733-8(ii3