20040599 Ver 1_Complete File_20040414

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
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MICHAEL F. EASLEY
GOVERNOR
March 25, 2004
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:

LYNDO TIPPETT
SECRETARY
Ov
Subject: Replacement of Bridge No. 359 over Prong Alamance Creek on
SR 3143 (Mill Stream Road) in Guilford County, Federal Project
No. BRZ-3143 (7), State Project No. 8.2495701, WBS Element
33197.1.1, T.I.P. No. B-3651.
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that the EEP is willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT. This project was included on the "Transition List" for
the MOA.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 359
over Prong Alamance Creek. The project involves replacing Bridge No. 359 on a new location
east of the existing bridge with a triple barrel 10-foot wide by 8-foot wide reinforced concrete
box culvert. There will also be a 12-inch water utility line positioned across streambed in project
area. SR 3143 will be widened to accommodate two 12-foot travel lanes and on 12-foot center
turn lane. Traffic will be detoured on-site using the existing structure during construction.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF THE
CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible as described in the permit application. A copy of the permit application can be found at
http://www.ncdot.org/planning/pe/naturalunit/Applications.html. The remaining impacts to
jurisdictional resources will be compensated for by mitigation provided by the EEP program.
We estimate that 200 linear feet of a jurisdictional perennial stream will be impacted.
The project is located in the Central Piedmont Physiographic Province in Guilford County in
the Cape Fear River basin in Hydrological Cataloguing Unit 03030002. The stream impact will
be to Prong Alamance Creek [DWQ # 16-19-3-(0.5)], a second order perennial stream. We
propose to mitigate for the stream impact by using the EEP for the 200 feet of impacts.
Please send the letter of confirmation to Mr. John Thomas (USACE Coordinator) at U. S.
Army Corps of Engineers Raleigh Regulatory Field Office, 6508 Falls of the Neuse Road Suite
120 Raleigh, NC 27615). Mr. Thomas' FAX number [phone]. The current let date for
the project is June 15, 2004 for which the let review date is April 27, 2004.
Upon receipt of the 401 Water Quality Certification from NCDWQ, NCDOT will transfer
funds to EEP for buffer mitigation.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ
requires a formal letter from EEP indicating their willingness and ability to provide the
mitigation work requested by NCDOT. The NCDOT requests such a letter of confirmation be
addressed to Mr. John Hennessy of NCDWQ, with copies submitted to NCDOT.
If you have any questions or need additional information please call Deanna Riffey at
[phone].
Sincerely,
Gregory . Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
cc:
w/attachment
Mr. John Hennessy, Division of Water Quality (2 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
lar. egg Pe etti, P.E. Structure Design
w/o a ac m n kol U, Ate - RAleigh
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E.
Mr. Jerry Parker, DEO
Ms. Marie Sutton, PDEA Project Planning Engineer
4P
FILE COPY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 15, 2004
U.S. Army Corps of Engineers
Raleigh Field Office
6508 Falls of the Neuse Road/Suite 120 {ANDS
Raleigh, NC 27615
APR 1
ATTENTION: Mr. John Thomas, Jr.,
NCDOT Coordinator WATER QUALI I ,,?,?
Dear Sir:
LYNDO TIPPETT
SECRETARY
®40599
SUBJECT: Nationwide 23, 33, and 12 Permit Application for the
replacement of Bridge No. 359 over Prong Alamance Creek on
SR 3143 (Mill Stream Road) in Guilford County, Federal Project
No. BRZ-3143 (7), State Project No. 8.2495701, WBS Element
33197.1.1, T.I.P. No. B-3651. '; iIi' C&&
Please find enclosed three copies of the Categorical Exclusion (CE) Documsnt, permit drawings,
utility drawings, and design plan sheets. The North Carolina Department of Transportation
(NCDOT) proposes to replace Bridge No. 359 over Prong Alamance Creek. The project involves
replacing Bridge No. 359-on a nee location east of.the existing bridge with a triple barrel 10-foot
wide by 8-foot wide reinforced concrete box culvert. There will also be a 12-inch water utility
line positioned across streambed in project area. SR 3143 will be widened to accommodate two
12-foot travel lanes and on 12-foot center turn lane. Traffic will be detoured on-site using the
existing structure during construction.
IMPACTS TO WATERS OF THE UNITED STATES
The project is located within the Cape Fear River Basin (03-06-03 sub-basin). Prong Alamance
Creek is the only water resource in the project area. The project will result in permanent surface
water impacts of 200 linear feet to Prong Alamance Creek from the placement of culvert and 44
linear feet of temporary impacts from the utility pipe installation and 0.005 acres of temporary
impacts for dewatering during pipe installation. Best Management Practices for Protection of
Surface Waters will be implemented as applicable.
Prong Alamance Creek is a well-defined perennial stream with moderate flow. The stream
averages 25 feet in width with a water depth of 2 feet. The substrate is comprised primarily of
silt, gravel, cobble, riprap, and boulders. Prong Alamance Creek has been assigned DWQ Index
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27899-1548
TELEPHONE: [phone]
FAX: [phone]
WEB&TE. www.NCDOT.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC
qW
No. 16-19-3-(0.5) by the North Carolina Division of Water Quality and best usage classifications
of WS-IV NSW.. .
Bridge Demolition
The superstructure of Bridge No. 359 is composed of a timber deck on steel I-beams. The
substructure end bents are composed of timber caps and vertical piles. The bridge is a single
span structure approximately 26 feet in length and a roadway width of 23 feet. Removal of the
superstructure and the substructure will not create any temporary fill into waters of the United
States.
Culvert Phasing
The project will be constructed in three phases.
Phase 1
1. Construct 84 x50 stilling basin left of proposed construction.
2. Construct temporary diversion channel (6 foot base, 1:5:1 side slopes).
3. Install impervious dike "A" (approximately 5 foot from east side of proposed RCBC) and
divert water into the temporary diversion ditch.
4. Construct all three barrels of the 3@ 10 x 9 RCBC's with the exception of the Northeast
(upstream) and Southeast (downstream) wingwalls. Do not build the 2 foot concrete sill in
barrel 3. Sheet piles may be required for upstream side.
Phase 2
1. Construct impervious dike "B" and "C" and remove impervious dike "A". This diverts water
away from the diversion channel into barrel 3.
2. Construct Northeast and Southeast wingwalls.
3. Remove stilling basin.
4. Construct roadway fill and install required erosion control measures.
5. Construct downstream channel improvements and place required riprap.
6. Complete roadway construction and shift traffic to new roadway.
7. Construct upstream channel improvements and remove old roadbed embankment.
8. Remove impervious dikes "B" and "C".
Phase 3
1. Construct impervious dike "D" and "E".
flow into barrel 1 and 2.
2. Construct 2-foot concrete sill in barrel 3.
3. Remove impervious dikes.
4. Remove all erosion control devices.
This diverts water away from barrel 3 and forces
Utilities
The City of Greensboro has a 12-inch water line that will be placed 3 feet below the existing and
proposed ground line and 2 feet below the streambed on the southeast side of culvert. The utility
line will cross the stream where the width is approximately 23 feet and will be installed by an
open cut procedure. Directional boring for this project is not an option due to the ductile iron
material used for the pipe and topography limitations. The utility pipe will be placed prior to
culvert installation and impacts are not concurrent. The length of temporary impacts to Prong
Alamance Creek from utility pipe installation is 44 linear feet. The area of temporary fill for the
median barrier and sandbags for dewatering is 0.005 acres. Pipe installation will be
accomplished through a phased dewatering approach. The installation (option 1) will be done by
the contractor in 2 stages (see attached drawings).

Stage 1
1) Place temporary fill in Stage 1. Temporary fill consists of median barrier protected by
sandbags.
2) Dig the trench.
3) Install the pipe half way across stream and plug the end.
4) Remove temporary fill for stage 1.
Stage 2
1) Install the temporary fill for Stage 2.
2) Continue the trench and install the pipe connecting it to the pipe, which has already been
installed.
3) Remove the Stage 2 temporary fill.
Restoration Plan
Following construction of the culvert, all material used in the construction of the structure will be
removed. The impact area associated with the culvert is expected to recover naturally, since the
natural streambed and plant material will no be removed. NCDOT does not propose any
additional planting in this area. Class I riprap will be used for bank stabilization. Pre-project
elevations will be restored. NCDOT will restore stream to its pre-project contours.
Schedule: The project calls for a letting of June 15, 2004 with a date of availability of July 28,
2004. It is expected that contractor will choose to start construction in July.
Removal and Disposal Plan: The contractor will be required to submit a reclamation plan for the
removal of and disposal of all material off-site at an upland location. The contractor will use
excavation equipment for removal of any earthen material. Heavy-duty trucks, dozers, cranes
and various other pieces of mechanical equipment necessary for construction of roadways and
culverts will be used on site. All material placed in the stream will be removed from the stream
at that time. The contractor will have the option of reusing any of the materials that the engineer
deems suitable in the construction of project. After the erosion control devices and impervious
dikes are no longer needed, all temporary materials will become the property of the contractor.
MITIGATION OPTIONS
Despite the minimization strategies employed for the proposed project, the resulting surface
water impacts will be greater than 150 feet. Consequently, the project will require compensatory
mitigation.
AVOIDANCE AND MINIMIZATION: The NCDOT is committed to incorporating all
reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to
provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts.
Avoidance measures were taken during the planning and NEPA compliance stages; minimization
measures were incorporated as part of the project design.
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid,
minimize, and mitigate, in sequential order, impacts to waters of the US. The following is a list
of the project's jurisdictional stream avoidance/minimization activities proposed or completed by
NCDOT:
4W
Minimization:
• A phased sequence for the culvert and water utility pipe installation will be followed.
• An onsite detour using the existing structure will be used.
• Limited instream activities.
Based on the above considerations, it is determined that there is no practicable alternative to the
proposed construction in jurisdictional waters of the US and that the proposed action includes all
practicable methods to avoid and/or minimize jurisdictional stream impacts that may result from
such use.
COMPENSATION: The primary emphasis of the compensatory mitigation is to reestablish a
condition that would have existed if the project were not built. As previously stated, mitigation
is limited to reasonable expenditures and practicable considerations related to highway operation.
Mitigation is generally accomplished through a combination of methods designed to replace
stream loss as a result of construction of the project.
Based upon the agreements stipulated in the "Memorandum of Agreement Among the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA), it is
understood that the North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program (EEP), will assume responsibility for satisfying the federal
Clean Water Act compensatory mitigation requirements for NCDOT projects that are listed in
Exhibit 1 of the subject MOA during the EEP transition period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the remaining necessary compensatory mitigation
to offset unavoidable impacts to waters that are jurisdictional under the federal Clean Water Act
will be provided by the EEP. A request letter dated March 25, 2004 has been sent to EEP and a
copy of letter is attached. The offsetting mitigation will derive from an inventory of assets
already in existence within the same 8-digit cataloguing unit. The Department has avoided and
minimized impacts to jurisdictional resources to the greatest extent possible as described above.
The remaining, unavoidable permanent impacts to 200 linear feet of a jurisdictional stream will
be offset by compensatory mitigation provided by the EEP program.
FEDERALLY-PROTECTED SPECIES
Plants and animals with federal classification of Endangered (E), Threatened (T), Proposed
Endangered (PE), and Proposed Threatened (PT) are protected under the provisions of Section 7
and Section 9 of the Endangered Species Act of 1973, as amended. As of January 29, 2003 the
United States Fish and Wildlife Service (FWS) lists one federally protected species for Guilford
County, the bald eagle (Haliaeetus leucocephalus). A biological conclusion of "No Effect" due
to lack of suitable habitat remains valid for the bald eagle.
REGULATORY APPROVALS
Section 404 Permit: This project is 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 23 (67 FR 2020; January 15, 2002). We
are also requesting the issuance of a Nationwide Permit 33 authorizing temporary dewatering of
the stream for the culvert construction and utility pipe installation and a Nationwide 12 for the
utility pipe.

Section 401 Permit: We anticipate 401 General Water Quality Certification (WQC) 3403 and
3366 will apply to this project. The NCDOT will adhere to all general conditions of these
WQCs. Therefore, written concurrence from the NCDWQ is not required. In accordance with
15A NCAC 2H 0.0501(a) and 15A NCAC 2B 0.200 we are providing two copies of this
application to the North Carolina Department of Environment and Natural Resources, Division
of Water Quality, as notification.
A copy of this permit application will be posted on the NCDOT website at:
hqp://www.ncdot.orgZplanning/pe/naturalunit/Permit.html. If you have any questions or need
additional information please call Ms. Deanna Riffey at [phone].
Sincerely,
f-- Gregory . Thorpe, Ph.D., Environmental Management Director,
Project Development Environmental Analysis Branch
Cc:
w/attachment
Mr. John Hennessy, Division of Water Quality (2 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Greg Perfetti, P.E., Structure Design
w/o attachment
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E.
Mr. Jerry Parker, DEO
Ms. Marie Sutton, PDEA Project Planning Engineer

Office Use Only: ()40599 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. 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
2. Nationwide, Regional or General Permit Number(s) Requested: NW 12, 23, and 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: NCDOT
Mailing Address: Project Development & Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: gthorpe(a)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 5 of 13
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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: Replacement of Bridge No. 359 on SR 3143 (Mill Stream Rd) Over Prong
Alamance Creek in Guilford County
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3651
3. Property Identification Number (Tax PIN):
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Southeast of Greensboro,
approximately 0.35 miles north of intersection of SR 3000 (McConnell Rd) and SR 3143
(Millstream Rd).
5. Site coordinates, if available (UTM or Lat/Long): 36° 02' 55"N/790 39151" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Approximately 3.5 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Prong Alamance Creek
8. River Basin: Cape Fear
(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/mMs/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SR 3143 is a Minor Arterial. Land use in the project area is
rural with scattered residential development.
10. Describe the overall project in detail, including the type of equipment to be used: Bridge
No. 359 will be replaced on a new location east of the existing bridge with a triple barrel 10-
foot wide by 8-foot wide reinforced concrete box culvert. A 12-inch water utility line will be
placed across streambed prior to culvert installation. SR 3143 will be widened to
accommodate two 12-foot travel lanes and one 12-foot center turn lane. Traffic will be
detoured on-site using the existing structure during construction. Once the new culvert is
completed, the old roadway and bridge material will be removed. Construction will be
performed using heavy equipment such as dozers, loaders and cranes.
11. Explain the purpose of the proposed work: Bridge No. 359 is considered to be structurally
deficient and functionally obsolete,
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
Page 7 of 13
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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: A total of 200 linear feet of permanent
stream impacts during bridge replacement, 44 linear feet of temporary impacts from the utility
pipe installation and 0.005 acres of temporary impacts for dewatering during _pipe installation
will be incurred in the project area. There are no wetland impacts for this project.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.uov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 8 of 13
AMW
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name" Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Site 1
Proposed Culvert
Permanent
200
Prong Alamance Creek
25 feet
Perennial
Site 1
Water Pipe Temporary 44 Prong Alamance Creek 23 feet Perennial
Site 1
Pipe Dewatering
Temporary
0.005 acres
Prong Alamance Creek
23 feet
Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated nprap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, riprap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 244 feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 9 of 13
4W%.
5. 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, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
Impacts to Site 1 cannot be avoided but are minimized with the use of NCDOT's Best
Management Practices for the Protection of Surface Waters, an onsite detour using existing
structure a phased sgguence for culvert construction, a staged installation for the utility pipe,
limited instream activities, and revegetation of stream banks following the completion of
grading. -
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
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 March 9, 2000, 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
Page 10 of 13
AW
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 NCWRP 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/strm-gide.html.
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.
EEP is covering mitigation for this project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 200
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
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)?
Page I 1 of 13
qW
X.
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 ?
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 12 of 13
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
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. 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
; = _qJ
'4Applicant/Agent's Signature ' Dlate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Guilford County
Bridge No. 359 on SR 3143 (Mill Stream Rd.)
over Prong Alamance Creek
Federal Aid Project No. BRZ-3143(7)
State Project No. 8.2495701
T.I.P. No. B-3651
CATEGORICAL EXCLUSION
UNITED STATES DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
DA E Robert P. Hanson, PE. Assistant Manager
Project Development and Environmental Analysis Branch, NCDOT
-1/3 0 J0 'a .'t'
DATE Nicholas L. Graf. PE
Division Administrator, FHWA
Guilford County
Bridge No. 359 on SR 3143 (Mill Stream Rd.)
over Prong Alamance Creek
Federal Aid Project No. BRZ-3143(7)
State Project No. 8.2495701
T.I.P. No. B-3651
CATEGORICAL EXCLUSION
July 2002
Daniel Keel, PC
Project Development Engineer
Document Prepared by:
???•?`1'1 CAF? Q
SEAL
7 23786
?y FNGINE?Q;•
''?. ?q NIEI. ? •V•
Linwood Stone. CPM
Project Development Engineer, Unit Head
Guilford County
Bridge No. 359 on SR 3143 (Mill Stream Rd.)
over Prong Alamance Creek
Federal Aid Project No. BRZ-3143(7)
State Project No. 8.2495701
T.I.P. No. B-3651
PROJECT COMMITMENTS
No special project commitments are required.
Categorical Exclusion Page 1 of I
July 2002
Guilford County
Bridge No. 359 on SR 3143 (Mill Stream Rd.)
over Prong Alamance Creek
Federal Aid Project No. BRZ-3143(7)
State Project No. 8.2495701
T.I.P. No. B-3651
INTRODUCTION: Bridge No. 359 is included in the 2002-2008 North Carolina
Department of Transportation (NCDOT) Transportation Improvement Program and in the
Federal-Aid Bridge Replacement Program for right of way acquisition in fiscal year (FY) 2003
and construction in FY 2004. The location is shown in Figure 1. No significant environmental
impacts are anticipated. The project is classified as a Federal "Categorical Exclusion".
1. PURPOSE AND NEED STATEMENT
Bridge Maintenance Unit records indicate the bridge has a sufficiency rating of 48.5 out of a
possible 100 for a new structure. The bridge is considered to be structurally deficient and
functionally obsolete. The replacement of this inadequate structure will result in safer traffic
operations.
II. EXISTING CONDITIONS
The project is located in Guilford County, southeast of Greensboro approximately 0.35 miles
(0.56 km) north of the intersection of SR 3000 (McConnell Rd.) and SR 3143 (Millstream Rd.)
(see Figure 1 for map showing location). Land use in this area is rural with scattered residential
development. However, this area of Guilford County is experiencing rapid residential
development. There is an existing subdivision approximately 350 feet (105 meters) southwest of
the existing bridge and there is a subdivision under construction north of the bridge and east of
SR 3143. There are subdivisions planned for the northwest and southeast quadrants of the
project area as well.
SR 3143 (Millstream Rd.) is classified as a Minor Arterial in the Statewide Functional
Classification System and as a Federal-Aid Highway. This section of SR 3143 is not included in
the TIP as needing incidental bicycle and pedestrian accommodations.
In the vicinity of the bridge, SR 3143 (Millstream Rd.) is a two-lane roadway with 18 foot (5.4
meters) pavement and 8-foot (2.4 meter) grassed shoulders.
Bridge No. 359 is a single-span structure that consists of a timber deck on steel I-beams. The
abutments consist of timber caps, piles, and bulkheads. The existing bridge was constructed in
1950. The overall length of the structure is 26 feet (7.8 meters). The clear roadway width is 22
feet (6.6 meters) which provides for two through lanes. The posted weight limit on this bridge is
19 tons (17,237 kg) for single vehicles and 24 tons (21.772 kg) for TTST's.
The City of Greensboro has a 12 inch (30 cm) water line along the east side of SR 3143
(Millstream Rd.) and an 8 inch (20 cm) sewer line along the west side. They also have a 12 inch
(36 cm) outfall line crossing under SR 3143 approximately 75 feet (22.5 meters) north of the
existing bridge. Piedmont natural gas has a 6 inch (15 cm) line along the west side of SR 3143
throughout the project area. Duke power has aerial service in this area with cable television
distribution cables attached. MCI has fiber optic lines along the west side of SR 3143 and aerial
across the creek. Southern Net Fiber has fiber optic lines along the west side of SR 3143 and
aerial across the creek. Bell South has underground cables along both sides of the existing road
and aerial across the creek.
The current traffic volume of 1,500 vehicles per day (VPD) is expected to increase to 3,800 VPD
by the year 2025. The projected volume includes l percent truck-tractor semi-trailer (TTST) and
2 percent dual-tired vehicles (DT). The posted speed limit is 45 miles per hour (63 km/h) in the
project area.
No accidents have been reported in the vicinity of Bridge No. 359 during the period from
January 1997 to December 2000.
School buses cross the bridge 13 times daily on their routes.
III. ALTERNATIVES
A. Project Description
The recommended replacement structure will be a triple (3) barrel 10-foot wide by 8-foot (3.0 X
2.4 m)high reinforced concrete box culvert. This structure will be of sufficient length to provide
three 12-foot (3.6 meter) lanes with curb and gutter and l 0-foot (3.0 meter) berms across the
creek.
The roadway grade of the new structure will be approximately the same as the grade of the
existing bridge. The design speed for the roadway will be approximately 50 miles per hour (70
km/hr).
SR 3143 (Millstream Rd.) will be widened to a 34-foot to 40-foot face-to-face curb and gutter
section with 10-foot berms. This will accommodate two 12-foot (3. 6 meter) travel lanes and one
12-foot (3.6 meter) center turn lane. Typical sections of the proposed roadway are included as
Figures 3A and 3B.
B. Reasonable and Feasible Alternatives
One reasonable and feasible alternative for replacing Bridge No. 359 was considered.
Alternative 1 (preferred) involves replacing Bridge No. 359 on new location east of the existing
bridge, as seen in Figure 4. Traffic will be detoured on-site using the existing structure during
construction.
C. . Alternatives Eliminated From Further Study
An "offsite detour alternative" would have conflicted with the preferred offsite detour alternative
for Bridge No. 227 (TIP Project No. B-3649) that is scheduled for construction at approximately
the same time.
The "do-nothing" alternative will eventually necessitate closure of the bridge. This is not
acceptable due to the traffic service provided by SR 3143 (Millstream Rd.).
"Rehabilitation" of the old bridge is not feasible due to its age and deteriorated condition.
D. Preferred Alternative
Alternative 1. replacing the existing bridge with a culvert on new alignment while maintaining
traffic. is the preferred alternate. Alternative 1 was selected because it replaces Bridge No. 359
by the most economical and least environmentally damaging method. It also avoids interference
with the construction of Bridge No. 227 (B-3649).
The Guilford County School Transportation Director and the Guilford County Emergency
Services Deputy Director indicated that maintaining traffic on-site during the construction period
is preferred.
IV. ESTIMATED COSTS
The estimated costs for the proposed improvements is as follows:
Alternative 1
Structure $ 287,230
Roadway Approaches $ 798,000
Detour Structure -0-
Structure Removal $ 10,510
Eng. & Contingencies $ 154,000
Total Construction Cost $1,250,000
Right of way Costs $ 298,000
Total Project Cost $1,548,000
The estimated cost of the project shown in the 2004-2010 Draft NCDOT Transportation
Improvement Program is $1,350,000, including $75,000 spent in prior years, $25,000 for right of
way, and $1,250,000 for construction.
V. NATURAL RESOURCES
A. METHODOLOGY
Research was conducted prior to field investigations. Published resource information
pertaining to the project area was gathered and reviewed. Resources utilized in this preliminary
investigation of the project area include:
• Geological Survey (USGS) quadrangle maps (McCleansville).
• NCDOT aerial photographs of the project area (1:100).
• USDA Soil Conservation Service, currently known as Natural Resource Conservation
Service. Soil Survey of Guilford County, North Carolina (1977).
• NC Center for Geographic Information and Analysis Environmental Sensitivity Base Maps
of Guilford County (1995).
Water resource information was obtained from publications of the Department of
Environment. Health and Natural Resources (DEHNR, 1993). Information concerning the
occurrence of federal and state protected species in the study area was obtained from the US Fish
and Wildlife Service list of protected and candidate species (February 26, 2001) and from the
N.C. Natural Heritage Program (NCNCNHP) database of rare species and unique habitats.
NCNHP files were reviewed for documented occurrences of state or federally listed species and
locations of significant natural areas.
NCDOT Environmental Biologists conducted general field surveys in the proposed
project area on March 14, 2001. Water resources were identified and their physical
characteristics were recorded. Plant communities and their associated wildlife were also
identified and described. Terrestrial community classifications generally follow Schafale and
Weakley (1990) where possible, and plant taxonomy follows Radford, et al. (1968). Animal
taxonomy follows Martof, et al. (1980), Menhenick (1991), Potter, et al. (1980), and Webster, el
al. (1985). Vegetative communities were mapped utilizing aerial photography of the project site.
Predictions regarding wildlife community composition involved general qualitative habitat
assessment based on existing vegetative communities. Wildlife identification involved using a
variety of observation techniques: qualitative habitat assessment based on vegetative
communities, active searching, identifying characteristic signs of wildlife (sounds, scat, tracks
and burrows). 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" (Environment Laboratory,
1987) and "Guidance for Rating the Values of Wetlands in North Carolina" (Division of
Environmental Management, 1995). Wetlands were classified based on the classification scheme
of Cowardin, el al. (1979).
4
B. PHYSIOGRAPHY AND SOILS
Soil and water resources that occur in the project area are discussed below with respect to
possible environmental concerns. Soil properties and site topography significantly influence the
potential for soil erosion and compaction, along with other possible construction limitations or
management concerns. Water resources within the project area present important management
limitations due to the need to regulate water movement and the increased potential for water
quality degradation. Excessive soil disturbance resulting from construction activities can
potentially alter both the flow and quality of water resources, limiting downstream uses. In
addition. soil characteristics and the availability of water directly influence the composition and
distribution of flora and fauna in biotic communities, thus affecting the characteristics of these
resources.
Guilford County lies within the piedmont physiographic region of north central North
Carolina. The county is generally rolling with moderately steep slopes along the drainageways.
Dominant soils include mostly sandy clay loams. Elevation of the Prong Alamance Creek in the
project area is approximately 620 feet. The county is drained by tributaries of the Deep River to
the south and the Hax\ River to the east.
The southeastern half of Guilford County is primarily underlain with soils in the Enon-
Mecklenburg Association. This association is comprised of well-drained, sandy clay loam, clay
loam, and loam- soils that have a clayey subsoil. There are three soil types located in the project
area. A brief description of each soil type is provided.
• Chewacla sandy loam (Ch) is a nearly level, somewhat poorly-drained soil located in long,
flat areas parallel to major streams on the floodplains. In the project area, this soil is found
in a narrow- band along both sides of the Prong Alamance Creek. The surface layer is a 12-
inch (30.5 cm) thick brown sandy loam and silt loam, underlain with sandy loam and clay
loam lavers. Hazards include severe erosion in unvegetated areas, and medium runoff. Both
permeability and available water capacity are moderate and the shrink-swell potential is low.
Depth to bedrock is more than 5 feet (1.5 meter). Depth to the seasonal high water table is 6
to 18 inches (15 to 46 cm). This soil is commonly flooded for brief periods and is classified
as a secondary hydric soil (primarily non-hydric with hydric inclusions).
• Wilkes sandy loam, 15 to 45 percent slopes (WkE) is a well drained soil located on side
slopes adjacent to major drainageways. In the project area, this soil is found bordering the
Chewacla soil, along the north side and southeast side of the Prong Alamance Creek.
Typically, the surface layer is a 7 inch (18 cm) thick dark brown sandy loam, underlain by
sandy loam and clay loam horizons. Depth to bedrock is 40 to 80 inches (102 to 204 cm).
This soil has a slow surface runoff. Permeability is moderately slow and the shrink-swell
potential is moderate. The seasonal high water table is more than 6 feet (2 meters) deep.
• Enon fine sandy loam, 6 to 10 percent slopes (EnQ is a well drained soil on long narrow
side slopes on uplands. This loam is found in the southwestern quadrant of the project area
south of the Chewacla soil band. Typically, the surface layer is dark grayish brown fine
sandy loam about 3 inches thick, underlain by fine sandy loam, clay loam, and clay layers.
Depth to bedrock is more than 5 feet (1.5 meters). The organic matter content of the surface
5
layer is low. Permeability is slow and the shrink-swell potential is high. The seasonal high
water table is at a depth of 1 to 2 feet (0.3 to 0.6 meters).
C. WATER RESOURCES
This section contains information concerning surface water resources likely to be impacted by
the proposed project. Water resource assessments include the physical characteristics, best usage
standards, and water quality aspects of the water resources, along with their relationship to major
regional drainage systems. Probable impacts to surface water resources are also discussed, as are means
to minimize impacts.
Water resources within the study area are located in the Upper Cape Fear River Drainage Basin,
Subbasin 03-06-03, and Hydrologic Unit 03030002 of the Cape Fear River Drainage Basin. The Cape
Fear River Basin is the largest river basin in the state, covering 9,324 square miles (14,769 sq. km) of
land and water (NCDENR 1998). Prong Alamance Creek is the only water resource in the project study
area.
1. Best Usage Classification
Streams have been assigned a best usage classification by the Division of Water Quality (DWQ)
which reflects water quality conditions and potential resource usage. Unnamed tributaries receive the
same classification as the streams to which they flow. The classification for Prong Alamance Creek
[DEM Index No. 16-19-3-(0.5), 8/3/92] is WS-IV NSW. Waters classified as WS-1V waters are used as
sources of water supply for drinking, culinary, or food processing purposes for those users where a more
stringent classification is not feasible. WS-IV waters are generally in moderately to highly developed
watersheds or Protected Areas. NSW waters are nutrient sensitive waters and receive this supplemental
classification because they are in need of additional nutrient management due to excessive growth of
microscopic or macroscopic vegetation. In general, management strategies for point and nonpoint source
pollution control require there be no increase in nutrients over background levels.
No waters classified as High Quality Waters (HQW), Water Supplies (WS-1 or WS-11) or
Outstanding Resource Waters (ORW) occur within 1.6 km (1.0 mi) of the project study area.
2. Physical Characteristics of Surface Waters
Prong Alamance Creek in the vicinity of SR 3143 is approximately 20 to 30 feet wide (6 to 9
meters) and ranges in depth from 1 to 3 feet (0.3 to 0.9 meters). Streambed substrate consists of silt,
gravel, cobble, rip-rap, and boulders. The bed and bed and bank are well defined. On the day of the site
visit, flow was moderate and water clarity was poor because of suspended sedimentation.
3. Water Quality
This section describes the quality of the water resources within the project area. Potential
sediment loads and toxin concentrations of these waters from both point sources and nonpoint sources
are evaluated. Water quality assessments are made based on published resource information and existing
general watershed characteristics. These data provide insight into the value of water resources within the
project area to meet human needs and to provide habitat for aquatic organisms.
There are no registered point source dischargers within the project vicinty. However, on
the day of the site visit a housing development was being constructed northeast of the project vicinity.
6
Despite erosion control devices, mud and silt were reaching the stream. As a result, the water in the
creek was heavily silted.
4. Benthic Macroinvertebrate Ambient Network
The Basinwide Monitoring Program, managed by the DWQ, is part of an ongoing ambient water
quality-monitoring program that addresses long-term trends in water quality. The program monitors
ambient water quality by sampling at fixed sites for selected benthic macroinvertebrates organisms,
which are sensitive to water quality conditions. Samples are evaluated on the number of taxa present of
intolerant groups [Ephemeroptera, Plecoptera, Trichoptera (EPT)] and a taxa richness value (EPT S) is
calculated. A biotic index value is also calculated for the sample that summarizes tolerance data for all
species in each collection. The two rankings are given equal weight in final site classification. The
biotic index and taxa richness values primarily reflect the influence of chemical pollutants. The major
physical pollutant, sediment, is poorly assessed by a taxa richness analysis. Different criteria have been
developed for different ecoregions (mountains, piedmont, and coastal plain) within North Carolina.
There are no benthic monitoring stations on Prong Alamance Creek in or above the project area.
5. Summary of Anticipated Impacts to Water Resources
Impacts to water resources in the project area are likely to result from activities associated with
project construction. Activities likely to result in impacts are clearing and grubbing on streambanks,
riparian canopy removal, instream construction, fertilizers and pesticides used in revegetation, and
pavement installation. The following impacts to surface water resources are likely to result from the
above mentioned construction activities.
• Increased sedimentation and siltation downstream of the crossing and increased erosion in the project
area.
• Alteration of stream discharge due to silt loading and changes in surface and groundwater drainage
patterns.
• Changes in light incidence and water clarity due to increased sedimentation and vegetation removal.
• Changes in and destabilization of water temperature due to vegetation removal.
• Alteration of water levels and flows due to interruptions and/or additions to surface and ground water
flow from construction.
• Increased nutrient loading during construction via runoff from exposed areas.
• Increased concentrations of toxic compounds in roadway runoff.
• Increased potential for release of toxic compounds such as fuel and oil from construction equipment
and other vehicles.
In order to minimize potential impacts to water resources in the project area, NCDOT's Best
Management Practices for the Protection of Surface Waters will be strictly enforced during the
construction phase of the project. Limiting instream activities and revegetating stream banks
immediately following the completion of grading will further reduce impacts.
D. BIOTIC RESOURCES
Biotic resources include terrestrial and aquatic communities. This section describes the biotic
communities encountered in the project area, as well as the relationships between fauna and flora within
these communities. The composition and distribution of biotic communities throughout the project area
are reflective of topography, soils, hydrology, and past and present land uses. Descriptions of the
terrestrial systems are presented in the context of plant 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 cited.
Scientific nomenclature and common names (when applicable) are provided for each animal and
plant species described. Subsequent references to the same organism refer to the common name only.
Fauna observed during the site visit are denoted in the text with an asterisk (*).
1. Biotic Communities
Biotic communities include terrestrial and aquatic elements. Much of the flora and fauna
described from biotic communities use resources from different communities, making boundaries
between contiguous communities difficult to define. There are two terrestrial communities located in the
project area. These communities are discussed below.
2. Maintained/Agricultural Community
This community is located on both sides of SR 3143 and the southwestern quadrant. It will be impacted
by the bridge replacement. Because of harvesting, mowing, and the use of herbicides this community is
kept in a constant state of early succession. The dominant species in this community are fescue (Fe.stuca
sp.), thistle (Or.sitnn sp.), and wild garlic (Allium sp.)
3. Bottomland Hardwood Community
The bottomland hardwood community is composed of several tree species; primarily yellow
popular (Liriodendron tulipifera) and sweet gum (Liquidambar stvraciflua). Shrub, herbaceous, and vine
species found here include Chinese privett (Ligustrum sp.), Japanese honeysuckle (Lonicera japonica),
blackberry (Rubes sp. ), dog fennel (Eupatorium capillifolium), and multiflora rose (Rosa multiflora).
4. Aquatic Community
This community is contained in UT to Little Alamance Creek, a perennial stream. Aquatic
insects typically found in this type of community include the water strider (Gerris sp.), crane fly (Tipulu
sp.), stream mayfly* (Ephemeroptera), netmaking cattisfly (Hydropsychae) and black-winged damselfly
(C alopter?x muculata).
5. Wildlife
Maintained/disturbed communities adjacent to forested tracts provide rich ecotones for foraging, while
the forests provide forage and cover. Common mammals and birds associated with this type of habitat
are woodchuck (Marmota monax), least shrew (Crypotolis parvu), southern short-tailed shrew (Blurinu
carolinensis), hispid cottonrat (Signtodon hispidus), eastern cottontail rabbit (, ?vlvilugus floridunus),
raccoon* (Procyon lolor), opposum* (Didelphis virginiana), ruby-crowned kinglet (Regulus culendulu),
Carolina chickadee (Parus carolinensis), downy woodpecker (Picoides pubescens), cardinal*
(Cardinalis cardinalis), common grackle (Quiscalus quiscula), and white-breasted nuthatch (Silla
carolinensis).
6. Summary of Anticipated Impacts to Biotic Resources
Construction of the proposed project will have various impacts on the biotic resources described.
Any construction related activities in or near these resources have the potential to impact biological
functions. This section quantifies and qualifies potential impacts to the natural communities within the
project area in terms of the area impacted and the organisms affected. Temporary and permanent
impacts are considered here as well, along with recommendations to minimize or eliminate impacts.
7. Terrestrial Impacts
Impacts to terrestrial communities will result from project construction due to right-of-way
widening. Loss of the bottomland hardwood community will result from conversion of this community
to maintained community in order to accommodate the increased right of way width. Table 1 summarizes
potential losses to these communities, resulting from project construction. Calculated impacts to
terrestrial communities reflect the relative abundance of each community present in the study area.
Estimated impacts are derived based on the project lengths described in Section 1.1, and the entire
proposed right of way width of 80 feet (24 meters) for the bridge replacement. However, project
construction often does not require the entire right of way; therefore, actual impacts may be considerably
less.
Table 1. Estimated area impacts to terrestrial communities.
Community Impacted Area
Maintained Roadside/Agricultural 1.2 ac (0.5 ha)
Bottomland Hardwood 0.7 ac (0.3 ha)
Total Impacts 1.9 ac (0.8 ha)
8. Aquatic Impacts
Impacts to the aquatic community of Prong Alamance Creek will result from the replacement of
Bridge No. 359. Impacts are likely to result from the physical disturbance of aquatic habitats (i.e.
substrate and water quality). Disturbance of aquatic habitats has a detrimental 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.
• Algal blooms resulting from increased nutrient concentrations.
• Loss of benthic macroinvertebrates through scouring resulting from an increased sediment load.
Strict adherence to BMP's will minimize impacts to aquatic communities. Installing
culverts below the grade of the streambed will allow the stream to fill in with a natural substrate,
emulating the existing benthic habitat.
E. JURISDICTIONAL TOPICS
This section provides inventories and impact analyses pertinent to two significant regulatory
issues: Waters of the United States and rare and protected species. These issues retain particular
significance because of federal and state mandates that regulate their protection. This section deals
specifically with the impact analyses required to satisfy regulatory authority prior to project construction.
1. Waters of the United States
9
Surface waters and wetlands fall under the broad category of "Waters of the United States"
(Waters of the U.S.), as defined in Section 33 of the Code of Federal Register (CRF) Part 328.3. Any
action that proposes to dredge or place fill material into surface waters or wetlands falls under the
jurisdiction of the U.S. Army Corps of Engineers (USACE) under Section 404 of the Clean Water Act
(33 U.S.C. 1344). Surface waters include all standing or flowing waters which have commercial or
recreational value to the public. Wetlands are identified based on the presence of hydric soils,
hydrophytic vegetation, and saturated or flooded conditions during all or part of the growing season.
2. Characteristics of Wetlands and Surface Waters
Criteria to delineate jurisdictional wetlands include evidence of hydric soils, hydrophytic
vegetation, and hydrology. There are no wetlands in the project area.
Impacts to jurisdictional surface waters are calculated based on the linear feet of the stream that are
located within the proposed right of way. A length of 80 feet (24 meters) of Prong Alamance Creek and
0.06 ac (0.02 ha) of streambed may be impacted by the proposed bridge replacement. Physical aspects of
surface waters are described in Section 2.3.2.
3. Permits
Impacts to jurisdictional surface waters are anticipated from the proposed project. As a result,
construction activities will require permits and certifications from various regulatory agencies in charge
of protecting the water quality of public water resources
A Nationwide Permit 33 CFR 330.5(a) (23) is likely to be applicable for all impacts to Waters of
the U.S. resulting from the proposed project. This permit authorizes activities undertaken, assisted,
authorized, regulated, funded or financed in whole, or part, by another Federal agency or department
where that agency or department has determined, (pursuant to the council on environmental quality
regulation for implementing the procedural provisions of the National Environmental Policy Act), that:
(1) The activity, work, or discharge 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 human environment, and;
(2) The office of the Chief of Engineers has been furnished notice of the agency' or
department's application for the categorical exclusion and concurs with that
determination.
Section 401 of the Clean Water Act requires that the state issue or deny water certification for
any federally permitted or licensed activity that may result in a discharge to Waters of the U.S. Section
401 Certification allows surface waters to be temporarily impacted for the duration of the construction or
other land manipulation. However, since this project will result in less than 0.1 acre of surface water
impacts, a 401 Water Quality Certification is not required from the DWQ.
4. Bridge Demolition
Bridge No. 359, constructed in 1950, carries SR 3143 over a Prong Alamance Creek in Guilford
County. The bridge is 26 feet (8 meters) long and 23 feet (7 meters) wide. The superstructure consists of
a timber deck on steel 1-beams. The substructure end bents are composed of timber caps and piles
vertical. Removal of the superstructure and the substructure will not create any temporary fill into
Waters of the U.S. Although removal of the substructure may create some disturbance in the streambed,
10
conditions in the stream will not raise sediment concerns, therefore a turbidity curtain is not
recommended.
5. Avoidance, Minimization, 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 Waters of the
U.S., specifically wetlands. Mitigation of wetland impacts has been defined by the CEQ to include:
avoiding impacts (to wetlands), 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 examines all appropriate and practicable possibilities of averting impacts
to Waters of the U.S.. According to a 1990 Memorandum of Agreement (MOA) between the
Environmental Protection Agency (EPA) and the USACE, 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. Avoidance of impacts results by the implementation of an offsite detour, preventing impacts
from a temporary detour.
Minimization includes the examination of appropriate and practicable steps to reduce the
adverse impacts to Waters of the U.S.. Implementation of these steps will be required through
project modifications and permit conditions. Minimization typicallyfocuses on decreasing the
footprint of the proposed project through the reduction to median widths, right-of-way widths,
fill slopes and/or road shoulder widths. In order to minimize impacts from the replacement of
bridge No. 227, steeper slopes and guardrails will be utilized to lessen the footprint of the
project.
Compensatory mitigation in not normally considered until anticipated impacts to Waters of the
U.S. have been avoided and minimized to the maximum extent possible. It is recognized that "no net
loss of wetlands" functions and values may not be achieved in each and every permit action. Appropriate
and practicable compensatory mitigation is required for unavoidable adverse impacts that remain after all
appropriate and practicable minimization has been required. Compensatory actions often include
restoration, creation and enhancement of Waters of the U.S., specifically wetlands. Such actions should
be undertaken in areas adjacent to or contiguous to the discharge site.
Projects authorized under Nationwide Permits that result in the fill or alteration of:
More than 0.1 acre (0.04 ha) require compensatory mitigation,
At least 1.0 acre (0.40 ha) of wetlands will require compensatory mitigation, and/or
At least 150 linear feet (45.7 meters) of streams will require compensatory mitigation.
The impacts from this project do not meet the minimum mitigation threshold. Therefore, no
mitigation requirement is anticipated. However, final permit/mitigation decisions rest with the USACE.
F. RARE AND PROTECTED SPECIES
Some populations of fauna'and flora have been in, or are in, the process of decline either due to
natural forces or their inability to exist with human development. Federal law (under the provisions of
the Endangered Species Act of 1973, as amended) requires that any action, likely to adversely affect a
species classified as federally-protected, be subject to review by the United States Fish and Wildlife
Service (USFWS). Other species may receive additional protection under separate state laws.
1. Federally-Protected Species
Plants and animals with federal classifications of Endangered (E), Threatened (T),
Proposed Endangered (PE), and Proposed Threatened (PT) are protected under the provisions
of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of March 7,
2002, the USFI1 S lists one federally protected species for Guilford Coun(j. The bald eagle
(Haliaeetus leucocephalus) is currently listed us threatened (likely to become endangered in the
foreseeable.Jiaure throughout all or a signijicunt portion of its range). However, this species
has been proposed.for delisting due to it 's population increase since the original listing in 1967.
The following is a brief description of the characteristics and habitat requirements for this
species.
Haliaeetus leucocephalus (bald eagle) Threatened
Animal Family: Accipitridae
Date Listed: 3/11/67
Distribution in N.C.: Anson, Beaufort, Brunswick, Carteret, Chatham, Chowan,
Craven, Dare, Durham, Guilford, Hyde, Montgomery, New Hanover,
Northhampton, Periquimans, Richmond, Stanley, Vance, Wake, Washington.
Adult bald eagles can be identified by their large white head and short white tail.
The body plumage is dark-brown to chocolate-brown in color. In flight bald
eagles can be identified by their flat wing soar.
Eagle nests are found in close proximity to water (within a half mile) with a clear
flight path to the water, in the largest living tree in an area, and having an open
view of the surrounding land. Human disturbance can cause an eagle to abandon
otherwise suitable habitat. The breeding season for the bald eagle begins in
December or January. Fish are the major food source for bald eagles. Other
sources include coots, herons, and wounded ducks. Food may be live or carrion.
This site was surveyed on March 14, 2001 by NCDOT biologists who found no suitable
habitat. In addition, a March 9, 2001 review of the NCNHP database of rare species and unique
habitats revealed no occurrence offederally protected species within one mile (1.6 km) the
project study area. Therefore, a Biological Conclusion of "No Effect" has been issuer! for the
bald eagle, i. e. there will be no impacts to these species during construction of the project.
2. Federal Species of Concern and State Listed Species
There is one Federal Species of Concern (FSC) listed by the USFWS for Guilford County.
Federal species of concern are not afforded federal protection under the Endangered Species Act of 1973,
as amended, and are not subject to any of its provisions, including Section 7, until they are formally
proposed or listed as Threatened or Endangered. However, the status of these species is subject to
change, and so should be included for consideration. A FSC is defined as a species that is under
12
consideration for listing for which there is insufficient information to support listing. In addition,
organisms which are listed as Endangered (E), Threatened (T), or Special Concern (SC) by the North
Carolina Natural Heritage Program list of Rare Plant and Animal Species are afforded state protection
under the NC State Endangered Species Act and the NC Plant Protection and Conservation Act of 1979,
as amended.
The only FSC listed for Guilford County is the Carolina darter (Etheostonia collis lepidinion).
The NC status for -this species is SC. This is a Special Concern species, which requires monitoring but
may be taken or collected and sold under regulations adopted under the provisions of Article 25 of
Chapter 113 of the General Statutes (animals) and the Plant Protection and Conservation Act (plants).
UT to Little Alamance Creek may provide suitable habitat for this darter. However, a March 9, 2001
review of the NCNHP database of rare species and unique habitats revealed no occurrence of FSC
species within one mile (1.6 km) the project study area.
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 Title 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 included in or eligible for inclusion in the National Register
of Historic Places and afford the Advisory Council a reasonable opportunity to comment on such
undertakings.
B. Historic Architecture
In a memorandum dated April 12, 2000 the SHPO stated that "we are aware of no historic
structures located within the area of potential effect". SHPO recommended that no historical
survey be conducted for this project. A copy of the memorandum is included in the Appendix.
C. Archaeology
The State Historic Preservation Office (SHPO), in a memorandum dated April 12. 2000 stated
that "it is unlikely that B-3651 will affect significant archeological resources, so no survey is
recommended". 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 an inadequate bridge
will result in safer traffic operations.
The project is considered to be a Federal "Categorical Exclusion" due to its limited scope and
lack of significant environmental consequences.
13
The bridge replacement 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.
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.
This project has been coordinated with the United States Natural Resources Conservation
Service. The Farmland Protection Policy Act requires all federal agencies or their representatives
to consider the potential impact to prime farmland of all land acquisition and construction
projects. Right of way acquisition will be minimal and there are no soils classified as prime,
unique, or having state or local importance in the vicinity of the project. Therefore, the project
will not involve the direct conversion of farmland acreage within these classifications.
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.
Noise levels could increase during construction but will be temporary. If vegetation is disposed
of by burning, all burning 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. This evaluation completes the assessment requirements for highway traffic
noise of Title 23, Code of Federal Regulation (CFR), Part 772 and for air quality (1990 Clean Air
Act Amendments and the National Environmental Policy Act) and no additional reports are
required.
An examination of records at the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, Groundwater Section and the North Carolina Department
of Human Resources, Solid Waste Management Section revealed no underground storage tanks
or hazardous waste sites in the project area.
Guilford County is a participant in the National Flood Insurance Regular Program. There are no
practical alternatives to crossing the floodplain area. Any shift in alignment will result in a
crossing of about the same magnitude. All reasonable measures will be taken to minimize any
possible harm. The project is not anticipated to increase the level and extent of upstream flood
hazard. No substantial floodway modifications will be required.
14
On the basis of the above discussion, it is concluded that no significant adverse environmental
impacts will result from implementation of the project.
VIII. AGENCY COMMENTS
All comments from federal and state regulatory and resource agencies and local government are
included in the Appendix and have been addressed in this document.
15
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APPENDIX
State of North Carolina
d Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor NC.DENR
Bill Holman, Secretary
Kerr T. Stevens, Director
March 3, 2000
MEMORANDUM
To: William D. Gilmore, P.E., Manager, NCDOT, Project Development & Environmental Analysis
l7
From: John Hennessy, NC Division of Water Quality *Ify
Subject: Scoping comments on the proposed replacement of Bridge No. 359 over an unnamed tributary of
Alamance Creek in Guilford County, State Project No. 8.249570 1, TIP B-3651.
This letter is in reference to your correspondence dated January 21, 2000, in which you requested scoping
comments for the referenced project. Preliminary analysis of the project reveals that the proposed bridge
will span an unnamed tributary of Alamance Creek in the Cape Fear River Basin. The stream is classified
as Water Supply IV nutrient sensitive waters. The Division of Water Quality requests that NCDOT
consider the following environmental issues for the proposed project:
A. The document should provide a detailed and itemized presentation of the proposed impacts to
wetlands and streams with corresponding mapping.
B. There should be a discussion on mitigation plans for unavoidable impacts. If mitigation is required,
it is preferable to present a conceptual (if not finalized) mitigation plan with the environmental
documentation. 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.
C. Review of the project reveals that no Outstanding Resource Waters, High Quality Waters, or Trout
Waters will be impacted during the project implementation. However, impacts to waters classified
as Water Supply II will be impacted. The DWQ requests that DOT strictly adhere to North Carolina
regulations entitled "Design Standards in Sensitive Watersheds" (15A NCAC 04B .0024) throughout
design and construction of the project. This would apply for :my area that drains to streams having
WS (Water Supply), ORW (Outstanding Resource Water), HQW (High Quality Water), SA
(Shellfish Water) or Tr (Trout Water) classifications.
D. When practical, the DWQ requests that bridges be replaced on the existing location with road
closure. If a detour proves necessary, remediation measures in accordance with the NCDWQ
requirements for General 401 Certification 2726/Nationwide Permit No. 33 (Temporary
Construction, Access and Dewatering) must be followed.
E. The DWQ requests that hazardous spill catch basins be installed at any bridge crossing a stream
classified as HQW or WS (Water Supply). The number of catch basins installed should be
determined by the design of the bridge, so that runoff would enter said basin(s) rather than flowing
directly into the stream.
F. If applicable, DOT should not install the bridge bents in the creek, to the maximum extent
practicable.
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
Mr. William D. Gilmore memo
03/03/00
Page 2
G. Wetland and stream impacts should be avoided (including sediment and erosion control
structurestmeasures) to the maximum extent practical. If this is not possible, alternatives that
minimize wetland impacts should be chosen. Mitigation for unavoidable impacts will be required by
DWQ for impacts to wetlands in excess of one acre and/or to streams in excess of 150 linear feet.
H. Borrow/waste areas should not be located in wetlands. It is likely that compensatory mitigation will
be required if wetlands are impacted by waste or borrow.
DWQ prefers replacement of bridges with bridges. However, if the new structure is to be a culvert, it
should be countersunk to allow unimpeded fish and other aquatic organisms passage through the
crossing.
If foundation test borings are necessary; it should be noted in the document. Geotechnical work is
approved under General 401 Certification Number 3027/Nationwide Permit No. 6 for Survey
Activities.
K. In accordance with the NCDWQ Wetlands Rules ( 15A NCAC 2H.0506(b)(6)), mitigation will he
required for impacts of greater than 150 linear feet to any single perennial stream. In the event that
mitigation becomes required, the mitigation plan should be designed to replace appropriate lost
functions and values. In accordance with the NCDWQ Wetlands Rules (15A NCAC 2H.0506
(h)(3) ), the Wetland Restoration Program may be available for use as stream mitigation.
L. Sediment and erosion control measures should not be placed in wetlands.
M. The 401 Water Quality Certification application will need to specifically address the proposed
methods for stormwater management. More specifically, stormwater should not be permitted to
discharge directly into the creek. Instead, stormwater should be designed to drain to a properly
designed stormwater detention facility/apparatus.
M While the use of National Wetland Inventory (NWI) maps and soil surveys is a useful office tool,
their inherent inaccuracies require that qualified personnel perform onsite wetland delineations prior
to permit approval.
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. If you have any questions or require additional information,
please contact John Hennessy at [phone].
Pc: Eric Alsmeyer, Corps of Engineers
Tom McCartney, USFWS
David Cox, NCWRC
Central Files
st?tt -
North Carolina Department of Cultural
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
April 12, 2000
MEMORANDUM
TO: William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
Division of Highways
Department of Transportation
FROM: David Brook
Deputy State Hist is Preservation Officer
C. ?El
Resouices
`APR 20 2CM
Division of Archives and History
Jeffrey J. Crow, Director
SUBJECT: Replacement of Bridges No. 227, 250 & 359. TIP B-3649, B-3650, and B-3651, Guilford
County, ER 00-8717
We regret that staff was unable to attend the February 10, 2000, scoping meeting for the above referenced
project.
In terms of historic architectural resources, we are aware of no historic structures located within the area
of potential effect. We recommend that no historic architectural survey be conducted for this project. .
If Bridge No. 250 (B-3650) is to be replaced outside the boundaries of its existing location, please
forward the information so we can evaluate the need for an archaeological survey. It is unlikely that
either B-3649 or B-3651 will affect significant archaeological resources, so no survey is recommended.
Having provided this information, we look forward to receipt of either a Categorical Exclusion or
Environmental Assessment which indicates how NCDOT addressed our comments.
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,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763.
cc: B. Church
T. Padgett
Location Mailing Address Telephone/Fax
ADMINiS-rRATION 507 N. Blount St.. Rale)gh NC 1617 Mail Senicr Center. Raleigh N(' 27(i91)-1617 1919) 713-3763 - 733-9653
ARCIIAEOLOGY 421 N. Blount St.. Raleigh ti(' 14,19 Mail Smice ( elver. RJIeigh N(' 276994619 1919)'733-734: - 715-2671
RESTORATION 515 N. Mount 11.. Raleigh N( 3613 %lad 5en)cr ( enter. Raleigh NC -'7699-1613 191)) 733-6537 - 715-4801
SURVEY & PLANNING 515 N Blount St.. Ralo-Ji NC 361s Mail Service ('enter. Raleigh N(' 27(v994(,11S, 191')) 733-6545 - 715-3801
12/97/2991 12:56 JJbJ/VU*Jj7 was u... ......
40? Cp
CSC a??'" ?C
hf00
GUILFORD COUNTY SCHOOLS
7qe (Edwin Pabers?
tf M E Jeff Harri ?Cr
battles 12W10
as Requested Bridge Data
The purpose of this memo is to Mond with the imp" on school ha routing in regards to three
gpsdtlc bridge projects. Information requested ralasss to bridges on McC*nnel Rd, 161111obvem Rd and
VAld Turkey Rd. Tnvoportetion routing sonvArs, TIMS, was urged to compile dab aonewft the
number of cmesinas by buses dilly and Wbm, routes available. Data and lefar , an regarding the
irnped on bus rum is described below separated by (bridge location.
Wid Turkey Road
Data irtricabes school buses do not cruse the single IBM bridge due to the N m rrm weight for
vahicift
til11111a earn Rd - Br Idge toaabed balwsan McOonnsN road end Mt Fbpe Chumh Root!
Dab Indicates adxxg buses dress this bridge 13 tirrt? daily. Due to the bridge not being dosed during
the project little impeat is anticipated on bus tuna
McComeli lied - Bridge I m , s sd betimn MMlpoint Road and Keem Road
ResWtlng in the proposed olosing of this bridge for the pr*ok 12 bus nude VA ra UIre dstourirtg. The
detour vrtll be of mirror imps d on sight of do rune, causing kvigni Kwd or no drrteAmgsatge increase.
The nensininp four nuts, two in the momit>p and Iwo in the &O ft else MCConttall Road 85 art at? I P srs
to bus dope in tits arounding steer. The 9" II I It eatcem is bus stops that ars on the 007YO'tt from
the MGConnd Road Bridge south to Keesee Read, stops are 10" I- 1 ad the a0dra 4417 and 4461
McCaxroq Road. Closing the tripe nA cwAw a doad and segmank a bus turnaround 10000 r' wiq be
reorsd at orafisr4417 McComd Road. The e w altsma a Is to moue the stop lotion for these
students to ahodw ktcadon not affected bythe dosed segment
Please Include in your projed downentabon, the Ou fftd County Schools Tra reportelion Depadmertt
is requesting at lsurrst a M*4vaek noUcs before boglrv ing the McCortnd Road pried This vvll allow
our staff time to change the path or hood of bus ruts and to make a4ustments for the stops atleCts I
on the dosed segment
B U I L D 1 N G F U T U R E 5
131 Franklin Roulevard Greenihoro, NC 27401
Phone [phone] Fax [phone]
s,,.SWFo?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
March 25, 2004
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
Subject: Replacement of Bridge No. 359 over Prong Alamance Creek on
SR 3143 (Mill Stream Road) in Guilford County, Federal Project
No. BRZ-3143 (7), State Project No. 8.2495701, WBS Element
33197.1.1, T.I.P. No. B-3651.
LYNDO TIPPETT
SECRETARY
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that the EEP is willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT. This project was included on the "Transition List" for
the MOA.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 359
over Prong Alamance Creek. The project involves replacing Bridge No. 359 on a new location
east of the existing bridge with a triple barrel 10-foot wide by 8-foot wide reinforced concrete
box culvert. There will also be a 12-inch water utility line positioned across streambed in project
area. SR 3143 will be widened to accommodate two 12-foot travel lanes and on 12-foot center
turn lane. Traffic will be detoured on-site using the existing structure during construction.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF THE
CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible as described in the permit application. A copy of the permit application can be found at
http://www.ncdot.org/planning/pe/naturalunit/Apl2lications.html. The remaining impacts to
jurisdictional resources will be compensated for by mitigation provided by the EEP program.
We estimate that 200 linear feet of a jurisdictional perennial stream will be impacted.
The project is located in the Central Piedmont Physiographic Province in Guilford County in
the Cape Fear River basin in Hydrological Cataloguing Unit 03030002. The stream impact will
be to Prong Alamance Creek [DWQ # 16-19-3-(0.5)], a second order perennial stream. We
propose to mitigate for the stream impact by using the EEP for the 200 feet of impacts.
Please send the letter of confirmation to Mr. John Thomas (USACE Coordinator) at U. S.
Army Corps of Engineers Raleigh Regulatory Field Office, 6508 Falls of the Neuse Road Suite
120 Raleigh, NC 27615). Mr. Thomas' FAX number [phone]. The current let date for
the project is June 15, 2004 for which the let review date is April 27, 2004.
Upon receipt of the 401 Water Quality Certification from NCDWQ, NCDOT will transfer
funds to EEP for buffer mitigation.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ
requires a formal letter from EEP indicating their willingness and ability to provide the
mitigation work requested by NCDOT. The NCDOT requests such a letter of confirmation be
addressed to Mr. John Hennessy of NCDWQ, with copies submitted to NCDOT.
If you have any questions or need additional information please call Deanna Riffey at
[phone].
Sincerely,
Gregory V. Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
cc:
w/attachment
Mr. John Hennessy, Division of Water Quality (2 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Pry. eg Perfetti, P.E. Structu.?e Design
w/o attacg?ntTkolMPS 0 Res - R1? leie?h
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E.
Mr. Jerry Parker, DEO
Ms. Marie Sutton, PDEA Project Planning Engineer
0
.o
WETLAND PERMIT DRAWING
LOCATION
B-3651

SCALE: 1 " = 2000'
NCDOT
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT: 8.2495701 (B-3651)
REPLACEMENT OF BRIDGE NO. 359
OVER PRONG ALAMANCE CREEK
ON SR 3143
SHEET 2 OF 9 611203

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NAME AND ADDRESS
OWNER'S NAME ADDRESS
GUILFORD COUNTY AND
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AND THE PUBLIC
BENJAMIN J. WESTON AND
RUTH L. WESTON
GUILFORD COUNTY, CITY
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GREENSBORO, NC 27406
GREENSBORO, NC 27429
GREENSBORO, NC 27429
WETLAND PERMIT DRAWING
PROPERTY OWNERS
B-3651
NCDOT
DIVISION OF HIGHWAYS
GUILFORD COUNTY
PROJECT.• 8.2495701 (B-3651)
REPLACEMENT OF BRIDGE NO. 359
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
March 25, 2004
Mr. William D. Gilmore, P.E.
EEP Transition Manager
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear Sir:
Subject: Replacement of Bridge No. 359 over Prong Alamance Creek on
SR 3143 (Mill Stream Road) in Guilford County, Federal Project
No. BRZ-3143 (7), State Project No. 8.2495701, WBS Element
33197.1.1, T.I.P. No. B-3651.
LYNDo TIPPETT
SECRETARY
The purpose of this letter is to request that the North Carolina Ecosystem Enhancement Program
(EEP) provide confirmation that the EEP is willing to provide compensatory mitigation for the
project in accordance with the Memorandum of Agreement (MOA) signed July 22, 2003 by the
USACE, the NCDENR and the NCDOT. This project was included on the "Transition List" for
the MOA.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 359
over Prong Alamance Creek. The project involves replacing Bridge No. 359 on a new location
east of the existing bridge with a triple barrel 10-foot wide by 8-foot wide reinforced concrete
box culvert. There will also be a 12-inch water utility line positioned across streambed in project
area. SR 3143 will be widened to accommodate two 12-foot travel lanes and on 12-foot center
turn lane. Traffic will be detoured on-site using the existing structure during construction.
RESOURCES UNDER THE JURISDICTION OF SECTION 404 AND 401 OF THE
CLEAN WATER ACT.
We have avoided and minimized the impacts to jurisdictional resources to the greatest extent
possible as described in the permit application. A copy of the permit application can be found at
http://www.ncdot.org//planning/pe/naturalunit/Applications.html. The remaining impacts to
jurisdictional resources will be compensated for by mitigation provided by the EEP program.
We estimate that 200 linear feet of a jurisdictional perennial stream will be impacted.
The project is located in the Central Piedmont Physiographic Province in Guilford County in
the Cape Fear River basin in Hydrological Cataloguing Unit 03030002. The stream impact will
be to Prong Alamance Creek [DWQ # 16-19-3-(0.5)], a second order perennial stream. We
propose to mitigate for the stream impact by using the EEP for the 200 feet of impacts.
Please send the letter of confirmation to Mr. John Thomas (USACE Coordinator) at U. S.
Army Corps of Engineers Raleigh Regulatory Field Office, 6508 Falls of the Neuse Road Suite
120 Raleigh, NC 27615). Mr. Thomas' FAX number [phone]. The current let date for
the project is June 15, 2004 for which the let review date is April 27, 2004.
Upon receipt of the 401 Water Quality Certification from NCDWQ, NCDOT will transfer
funds to EEP for buffer mitigation.
In order to satisfy regulatory assurances that mitigation will be performed; the NCDWQ
requires a formal letter from EEP indicating their willingness and ability to provide the
mitigation work requested by NCDOT. The NCDOT requests such a letter of confirmation be
addressed to Mr. John Hennessy of NCDWQ, with copies submitted to NCDOT.
If you have any questions or need additional information please call Deanna Riffey at
[phone].
Sincerely,
Gregory . Thorpe, Ph.D.,
Environmental Management Director
Project Development & Environmental Analysis Branch
cc:
w/attachment
Mr. John Hennessy, Division of Water Quality (2 copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
IV?r. Greg Pe fetti, P.E. Structure Des* }gn
w/o a ac m n kvm?5 IRCE - KAlei9h
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E.
Mr. Jerry Parker, DEO
Ms. Marie Sutton, PDEA Project Planning Engineer