20091070_Concurrence Meeting Info Packet_20071101

• r ~ 1
RECEIVED
N.C. Dept of ENR
OCT 2 6 2007
Winston-Salem
Regional Office
CONCURRENCE ME NG
INFORMATION PACKET
FOR YOUR REVIEW
PRIOR TO MEETING ON
Thursday, November 15, 2007
PROJECT ENGINEER
Karen Reynolds
R-2612
Please bring this packet
to the meeting.
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1501 MAIL SERVICE CENTER, RALEIGH, N.C. 27699-1501 LYNDO TIPPETT
GOVERNOR SECRETARY
AGENDA
Eastern Concurrence Meeting
Thursday, November 15, 2007
Board Room, Transportation Building
Raleigh, North Carolina
9:00 AM to 10:30 AM, Karen Reynolds, Project Planning Engineer, PDEA Branch
TIP No. R-2612, US 421 Interchange Addition -Pipeline Project
Guilford County, Division 7
Team Members•
Andy Williams, USAGE
Karen Reynolds, PDEA
Chris Militscher, USEPA
Felix Davila, FHWA
Gary Jordan, USFWS
Travis Wilson, WRC
Sue Homewood, DWQ
Renee Gledhill-Early, SHPO
Tyler Meyer, Greensboro Urban Area MPO
NCDOT Technical Support Staff and Other A~ency Staff•
Kathy Matthews, USEPA BenJetta Johnson, Congestion Mngt.
Mike Mills, Division 7 Erin Hendee, Congestion Mngt.
Ritchie Tuttle, Division 7 Steve Gurganus, HEU
Patty Easton, Division 7 Ed Lewis, HEU
Glenn Mumford, Roadway Design Matt Wilkerson, HEU
Susan Lancaster, Roadway Design Mary Pope Furr, HEU
Jerry Snead, Hydraulics Greg Smith, HEU
Terry Fox, Geotechnical Rachelle Beauregard, NEU
Linwood Stone, PDEA Ashley Cox, NEU
Eric Midkiff, PDEA Elizabeth Lusk, NEU
* The Purpose of this meeting is to present relevant information for review of
the NCDOT preferred alternatives and the associated avoidance and
minimization measures to date.
NoteNote: This~roiect is not in the NCDOT formal Merger Ol~rocessis not in the NCDOT formal Merger Ol~rocess

MICHAEL F. EASLEY
GOVERNOR
MEMORANDUM TO:
s.~ SfAIE u~
~yvriri
r.
.Q~~.
STATE OF NORTH CAROLINA
DEPARTN~NT OF TRANSPORTATION
October 19, 2007
Andy Williams, US Army Corps of Engineers
LYNDO TIPPETT
SECRETARY
Chris Militscher, US Environmental Protection Agency
Felix Davila, Federal Highway Administration
Travis Wilson, NC Wildlife Resources Commission
Gary Jordan, US Fish and Wildlife Service
Sue Homewood, NCDENR-DWQ/Wetlands
Renee Gledhill-Earley, NC Dept of Cultural Resources - SHPO
Tyler Meyer, Greensboro MPO
~ -,
FROM: Karen Reynolds, Project Planning Engineer ~~'~` ' .~ ~~- 'Z ~ ~~-
Project Development and Environmental Analysis Branch
SUBJECT: Invitation to Project Review and Avoidance & Minimization of Jurisdictional
Impacts Meeting, R-2612A/B: US 421 Interchange Additions at SR 3389 (Woody
Mill Road) and SR 3418 (Neelley Road) in Pleasant Garden, south of Greensboro
Your attendance is requested for the Section 404 / NEPA Team Meeting scheduled on Thursday, November
I5, 2007, in the boardroom of the Transportation Building in Raleigh. The meeting time will be assigned at
a later date.
The purpose of this meeting is to present relevant information to the team for review of the NCDOT
preferred alternatives and the associated avoidance and minimization measures, to date. An Environmental
Assessment for this project was approved in October 1998 and was distributed, prior to implementation of
the NCDOT Merger Process. The information presented in the Environmental Assessment is being updated
for presentation in the Finding of No Significant Impact. The team leaders met on January 22, 2007, to
discuss management of the project with regard to the Merger Process. Instead of taking the project through
the Merger Process, team leaders decided that a review of the preferred alternative with regard to avoidance
and minimization would be sufficient. The materials listed below are attached for your reference and are in
the following order.
Meeting Agenda, Vicinity Map, Preliminary Alternatives Maps, Public Hearing Maps (NCDOT Preferred
Alternatives), and Intersection Photographs
Please contact me at [phone] x-327 or via e-mail at [e-mail] with any questions or
comments regarding this invitation or the attached meeting materials. Additionally, please notify me if you
are unable to attend this meeting. Thank you for your participation in the planning process for this project.
Attachments
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1546 MAIL SERVICE CENTER
RALEIGH NC 27699-1548
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

NEPA /Section 404 Team Meeting Agenda
R-2612A/B: US 421 Interchange Additions, Pleasant Garden, Guilford County
Project Update, LEDPA and Avoidance & Minimization of Jurisdictional Impacts
Board Room -Transportation Building -Raleigh, NC -November 15, 2007
TIP Description
The North Carolina Department of Transportation proposes to construct two interchanges on
at-grade intersection locations along US 421, south of Greensboro. The proposed improvements will
also remove several existing at-grade intersections within the project limits. R-2612A will construct a
diamond interchange and service road at SR 3389 (Woody Mill Road). R-26126 will construct ahalf-
cloverleaf interchange at SR 3417 (Neelley Road).
Project History
The environmental assessment was signed in October 1998. Two alternatives were studied for R-
2612A. Alternative A-2 was recommended. This alternative was an interchange connecting Woody
Mill Road with Company Mill Road, using service roads to connect Hagan-Stone Park Road and
Minden Road to the project. Six alternatives were studied for R-26126. Alternative B-3A was
recommended. This alternative was a grade separation connecting Neelley Road to Williams Dairy
Road. Project funding was then deferred for several years. During that time, additional meetings with
Pleasant Garden officials and residents resulted in a change in the recommended alternative for the
Neelley Road intersection. Alternative B-3, a half clover-leaf interchange is now recommended for this
intersection.
The NEPA / 404 Merger Process did not exist in 1998, at this stage of the project development. Due
to a reversal of local sentiment among the Neelley Road area neighborhoods, an interchange is now
favored instead of a grade separation at this location. The following interchange alignment
alternatives are currently recommended by the NCDOT, due to the reduction of residential and
business relocations and to the reduction of environmental impacts. During a Merger Discussion
Meeting held on January 22, 2007, representatives from the FHWA, the USACOE and the NCDOT
agreed that the environmental impacts were not enough to include this project in the NEPA/Section
404 Merger Process. These representatives also agreed that NCDOT would brief the team members
concerning the potential environmental impacts in order to reach concurrence on the recommended
alternatives at the Point 3 and Point 4A stage of project development.
1. Meeting Purpose:
The purpose of this meeting is to present relevant information to the team for review of the
NCDOT preferred alternatives and the associated avoidance and minimization measures, to date. An
Environmental Assessment for this project was approved on October 30, 1998 and distributed prior to
implementation of the NCDOT Merger Process. As requested by the FHWA, the environmental data
presented in the EA will be updated and documented in the FONSI, along with any project design
revisions.
2. Purpose and Need:
The purpose of the project is to improve safety along a section of US 421 that is defined by
numerous at-grade intersections. The project consists of the construction of the final two
interchanges along this section of US 421, south of Greensboro. During the realignment of US
421 from NC 62 to SR 3314 (Wiley Lewis Road), no funding was available for the construction of
the interchanges connecting Neelley Road to Williams Dairy Road and Woody Mill Road to
Company Mill Road.
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' R-2612A/B: NEPA /Section 404 Team Meeting Agenda, November 15, 2007
Environmental Impacts Review, Avoidance & Minimization and Agency EA Comments Resolution
• Detailed Study Alternatives Carried Forward in the Environmental Assessment
The alignment alternatives below were approved by NCDOT for detailed study. `A' Alternatives
refer to the Woody Mill Road area, while `B' Alternatives refer to the Neelley Road area.
Asterisks indicate the alignment alternatives recommended by the NCDOT in the 1998
Environmental Assessment.
^ Alternative A-1 - Diamond Interchange at Woody Mill Rd -Tabernacle Church Rd with
Company Mill Rd Service Rd (Skewed Interchange Bridge)
• Alternative A-2*- Diamond Interchange at Woody Mill Rd -Company Mill Rd with Minden
Road Service Rd (Skewed Interchange Bridge. Service road has since
been slightly reconfigured.)
^ Alternative B-1 - Half Cloverleaf Interchange at Neelley Rd -Williams Dairy Rd with Neelley
Rd and Liberty Rd realignments (Perpendicular interchange bridge)
• Alternative B-1A - Grade separation at Neelley Rd -Williams Dairy Rd with Neelley Rd and
Liberty Rd realignments (Perpendicular overpass)
• Alternative B-2 - Half Cloverleaf Interchange at Neelley Rd -Williams Dairy Rd with Neelley
Rd and Liberty Rd realignments (Skewed interchange bridge)
^ Alternative B-2A - Grade separation at Neelley Rd -Williams Dairy Rd with Neelley Rd and
Liberty Rd realignments (Skewed overpass)
^ Alternative B-3 - Half Cloverleaf Interchange at Neelley Rd -Williams Dairy Rd with Neelley Rd
realignment (Slightly skewed interchange bridge)
^ Alternative B-3A*-Grade separation at Neelley Rd -Williams Dairy Rd with Neelley Rd realignment
(Slightly skewed overpass)
• Service Road Alternatives -Grade Separations over US 421 at Ritters Lake Road and NC 22 just
southeast of the I-85 Bypass. Construction of various service roads
south of US 421.
3. NCDOT Preferred Alternatives
Alternative A-2: Diamond Interchange connecting Woody Mill Road to Company Mill Rd, with a
service road connecting Minden Road and Hagan-Stone Park Road to the project.
Alternative B-3: Half Cloverleaf Interchange connecting Neelley Rd to Williams Dairy Road.

' ~ R-2612A/B: NEPA /Section 404 Team Meeting Agenda, November 15, 2007
Environmental Impacts Review, Avoidance & Minimization and Agency EA Comments Resolution
R-2612A & B: Environmental Impacts Table
~. ~• Length 9 ,02 miles ~° ~ 0.7~ mile ~ ~~
Design'Speed / f osted Speed - i7ivisiott 7 50 mph / 55 mph 50 rnph ! 55 mph
Control of Access FuA; Partial - Service f3oad -' ~uf1
Minimum.Right-of-Way 110 s'eet 1 ~,4 feet
Railroad Crossings 0 0
Schools 0 0
Recreational Areas and Parks 0 0
Churches (Right-of-Way) 1 1
Cemeteries 0 0
Major lJtility Crossings (Right•of-Way) 1 0
Historic Properties p 0
Archaeological Sites 0 0
Federally Listed Species w/in Corridor 0 0
State Listed Species w/in Corridor 0 p
100-Year Floodplain Crossings 0 1
500-Year Floodplain Crossings 0 0
Acreage of Forest impacts * 46.1 29,7
Acreage of Prime Farmland Acreage "' p p
Potential Residential Relocations 1 5
Potential Business Relocations 0 1,
Hazardous Material Sites 0 ;~ 1°~_,{L Ad~f.1Np'>ad)
Delineated Wetlar;ds Impacts - Acreage 0,45 (W L 3, 6, 7) G.=s~ ~SISjL 9, 1.1 j I
Delineated Stream Impacts • Linear Feet ...3;899- ~ ~5" ° -
Water Supply Watershed Protected Areas 0 0
Hazardous Spill Basin Areas 0 0
Wildlife Refuges and Game Lands 0 0
Fish Moratoriums 0 0
Essential Fish Habitats 0 0
Stream Buffer Requirements "* p 0
Impacted Noise Receptors 0 @ 0-+6 dBA 2 ®0-+6 dBA
Air Quality Effects 0 0
Section 4(f) Impacts (Park /Historic) p 0
Federal Lands 0 0
Low Income Population Impacts p 0
Minority Population Impacts 0 0
High Quality Resource Crossings p 0
Right-of-Way CostEstimats $1,200,040 ' ,$2,570,000
Construction Cost Est+mate ~ $16,100,000
$13,800,000 ;
Total Cost `' $17,300,000 $16,370,000n
~'`~
Forest Communities include: Maintained, Dry / Mesic-Oak-Hickory Forest, Bottomland-Hardwood Forest, Alluvial Forest
** Draft 2006 Buffer Regulations for Cape Fear River /Jordan Lake Watersheds
*** Pending Guilford County approval of Proposed Comprehensive Land Use Plan for Prime Farmland Acreage

' R-2612A/B: NEPA /Section 404 Team Meeting Agenda, November 15, 2007
Environmental Impacts Review, Avoidance & Minimization and Agency EA Comments Resolution
Surface Water Impacts

Stream Designation Max.
Width
(ft) Max.
Depth
(in) Dominant
Substrate 1 z
Flow Stream
Classification Length

(ft) DWQ
s
Index
R-x~r'- w ~~ Road ~~ ~, ~ ~ T ~ -
-
Altel~rtatrvt A•~ ,,~~ i
~
SL - UT to S2 4 12 Gr, Sd P C WS-IV NSW 310 16-19-(1)
S1 - UT to S2 3 6 Gr, Sd P C WS-IV NSW 400 16-19-(1)
S2 - UT to Big Alamance Creek 6.5 8 Gr, Co, Sd P C WS-IV NSW 800 16-19-(1)
S2A -From Pond into 5' Culvert 6 15 Sd, Gr, Co, B P C WS-N NSW 25 16-19-(1)
S4 - (Drains into WL 7 & Pond °) 3 8 Sd, Gr, Co I C WS-N NSW 60 16-19-(1)
S4-A -From Pond into 3' Culvert 3 24 Sd, Gr, Co, B P C WS-N NSW 50 16-19-(1)
SS - (Drains into WL 6 & Pond °) 3 24 St, Sd, Gr I C WS-IV NSW 130 16-19-(1)
U-2612B - Neellay Road ; . ~,otal ~'~
Alternative B:3 1,155 .
S6 -Big Alamance Creek 5 18 St, Sd, Gr P C WS-IV NSW 400 16-19-(1)
S7 - UT to Big Alamance Creek 3 6 Sd, St I/P C WS-N NSW 130 16-19-(1)
S9 - UT to Big Alamance Creek 1.5 6 St, Sd I C WS-IV NSW 150 16-19-(1)
S9-A - UT to Big Alamance Creek 1.5 6 St, Sd I, 1:1 C WS-N NSW 250 16-19-(1)
S9-B - UT to Big Alamance Creek 1.5 6 St, Sd P, 2:1 C WS-IV NSW 200 16-19-(1)
SL-1 - UT to Big Alamance Creek 3 3 Sd, St, B P C WS-IV NSW 25 16-19-(1)
Pond - Quadrant A (BACk-S9) --- --- ___ ___ ___ 1.05 16-19-(1)
(Acres)
1 Jd: Sand, St: Jllt, Gr: Gravel, Co: Cobble, B: Boulders
2 I: Intermittent stream, P: Perennial stream
3 DWQ Index Number for unnamed tributaries is the same as the water body into which the tributary flows.
4 Between existing Minden Road and Hagan-Stone Road intersections
5 1:1, 2:1 -Mitigation rate at 0.45 per linear foot.

' R-2612A/B: NEPA /Section 404 Team Meeting Agenda, November 15, 2007
Environmental Impacts Review, Avoidance & Minimization and Agency EA Comments Resolution
Wetland Impacts

Wetland Designation
Regime Wetland
Rating Wetland
Type Wetland
Acres Wetland
Impacts
(Acres)
R-26I2A =Woody Mill Road
= 'Total: 0 8'7'; =~' - .
;. ' '1'otel t~,
4~
Alteniatlve A-Z ,
_
WL 3 (Pond Association) Permanently 44 PFOIA 0.56 0.19
Flooded
WL 5 Temporarily 37 PFOlA 0.09 0
09
Flooded .
WL 6 (Pond Assn., Minden Rd.) Permanently 38 PFOlA 0.17 0.12
Flooded
WL 7 (Pond Assn.
Minden Rd.) Permanently 50 PUBHh 0.05 0.05
, Fln~ded
l7-ZbI2B - Neelley Road
Tota) 7.74
~ ' ~ Total ~' 1 S
Alternative B-3 .
WL 9 Temporarily 85 PFOlA 4
55 3
32
Flooded . .
WL 9A Temporarily 66 PFOlA 0
05 0
Flooded .
WL 9B Temporarily 66 PFO1 A 0.62 0
59
Flooded .
WL 11 Temporarily 59 PFOlA 2.52 2
27
Flooded .
PFOlA-Palustrine, Forested, Deciduous Vegetation, temp. flooded. PUBHh - Palustrine, Unconsolidated Bottom, Perm. Flooded, impounded.
4. Preliminary Hydraulic Design for the Stream Crossings and Wetlands of the US 421
Interchanges
Site Stream Name/ Existing Proposed Wetland.Rating

No.
Stream Class
Structure
Structure
And Type Comments
Big Alamance Creek
UT -Woody Mill Rd None

' 60-inch (5') RCP & Wetlarid 3 -Potential
Cape Fear River Basin
1
(Stream 2) 60-inch (5
) CMP - Stream Relocation N. of Filt East of Proposed
(to Lake Jordan)
C WS-IV NSW Abandoned rdwy Proposed WB Exit Ramp WB Exrt Ramp

Big Alamance Creek - Wetland 9 -
100-yr. Flood Zone
Cape Fear River Basin
Neelley Road Interch.
None
72-inch (6') RCP
Gullf~ti County: National (to Lake Jordan)
2 Stream 6
Flood Insurance Program FEMA Emergency Flood
C WS-IV NSW Mil tip ~~~~ Hazard Zone AE

Big Alamance-Creek - Wetland 9
100-yr. Flood Zone
Cape Fear River Basin

3 Neelley Road Interch.
Str
6
None
72-inch (6') RCP
G~ittord County: Natiprtal (to Lake Jordan)
eam
C WS-IV NSW
Ffood insurance Program FEMA Emergency Flood
Hazard Zone AE
Miti tJon Necessa
Big Alamance Creek - Vlletland 9 - Cape Fear River Basin
Neelley Road Interch. 100-yr. Flood Zone (to Lake Jordan)
4 Stream 6 None 72-inch (6') RCP Guilford County; National FEMA Emergency Flood
C WS-IV NSW Flood Insurance Program Hazard Zone AE
Mdi Pion N9cessa
- ~ vva-~ v rvaw: Hquauc tire, wuanre, recreation, r~ agncwrure - Nutrient sensitive waters. (NO liign c.tualiry Waters within 1 mile of project
area.)
5. Current Project Schedule
Environmental Assessment October 1998
FONSI February 2008
Right of Way Acquisition FY 2009 (R-2612A -Woody Mill Road)
Construction FY 2010 (R-2612A -Woody Mill Road)
Right of Way Acquisition FY 2012 (R-26126 -Neelley Road)
Construction Unfunded (R-26126 -Neelley Road)

R-2612A/B: NEPA /Section 404 Team Meeting Agenda, November 15, 2007
Environmental Impacts Review, Avoidance & Minimization and Agency EA Comments Resolution
• 1999 Environmental Assessment Review Comments:
• DWQ:
Recommends the development of the stream and wetland mitigation plans during the
design process.
The Wetland Restoration Program will be available to use for stream and wetland
mitigation.
Based upon the Environmental Assessment, an Individual 401 Water Quality Certification
will be required for this project.
• NCWRC:
Due to the environmental commitments included in the EA and the limited scope of the
project, we do not object to the project as proposed. At this time, we concur with the EA
for this project.
NCDOT should continue efforts to reduce wetland and stream impacts.
NCDOT Best Management practices and appropriate sedimentation and erosion control
measures should be employed to minimize impacts to off-site resources.
• USACOE:
• There are no USACOE projects that would be impacted by the proposed improvements.
• Big Alamance Creek does have a significant portion of detailed study in the Guilford
County Flood Insurance Study, but the portion potentially impacted by the project is
mapped approximately.
• Affected water bodies include Big Alamance Creek, and unnamed tributaries, above
headwaters
^ It is probable that an individual Department of the Army permit will be required for this
project.
• Authorization of aquatic fill activities requires that the project be water dependent and/or
that no practicable alternatives are available.
• Considering the information on impacts to aquatic resources that is available at this time,
including the discussion of alternatives in the Environmental Assessment, Alternative A-2
would be the Corps' preferred alternative for the Woody Mill Road Interchange.
Alternative A-1 would be the least preferred. Alternative B-3A would be the Corps'
preferred alternative for the NC 22 Interchange/Overpass. Alternative B-1 would be the
least preferred.
• NC Office of State Planning -Geodetic Survey~
This project will impact one geodetic survey marker. NC Geodetic Survey should be
contacted prior to construction. Intentional destruction of a geodetic monument is a
violation of NC General Statute 102-4.
• Public Hearing /Public Comments Review:
• A Combined Public Hearing was held on December 14, 2006, in Pleasant Garden.
Approximately 150 people attended both the informal and formal sessions. Major concerns
and comment follow.
• Support was expressed for the project.
^ Multiple concerns were expressed regarding the closing of the Hagen Stone Park Road
Intersection.
^ Several comments favored control of access breaks at the Woody Mill Road Interchange
to allow new retail development within the project area.
• Opposition was expressed regarding control of access breaks at the Woody Mill Road
Interchange and potential new retail development within the project area.

' R-26i2A/B: NEPA /Section 404 Team Meeting Agenda, November 15, 2007
Environmental Impacts Review, Avoidance & Minimization and Agency EA Comments Resolution
• Concern was expressed regarding the Neelley Road-Liberty Road intersection
reconfiguration.
• Multiple concerns were expressed regarding potential traffic increases along most minor
roads in the project area due to the interchange construction at both locations.
• The Greensboro MPO requested 4-foot shoulders for bike lanes on Woody Mill Road,
Company Mill Road, Neelley Road and Williams Diary Road.
• Some concern was expressed regarding emergency response time, school traffic
congestion, PGA traffic impacts and impacts to local businesses once the interchanges
are constructed and control of access is in effect at both locations.

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US 421
WOODY MILL RD. 8, NC 22 INTERCHANGES
GUILFORD COUNTY
R-2612
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