20060331 Ver 1_Meeting Minutes_20080209

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
MEMORANDUM TO:
FROM:
December 10, 2007
Brian Wrenn
NCDENR-DWQ ~~~
Michael Penney, PE ~ '
Contract Management Group Leader
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LYNDO TIP
SECRETARY
SUBJECT: US 311, from High Point East Belt to US 220; Project No. R-
2606 B & C; Randolph County; Federal Aid No. STP-NHF-
311(3); State Project No. 8.1571501; WBS No. 34480.1.1
Concurrence Point 2A Field Meeting Packet
Thank you for your telephone call today regard the referenced project. Based on our
discussion you will replace Ms. Sue Homewood as the NCDENR-DWQ representative at the up
coming Concurrence Point 2A Field Meeting. Attached per your request is the Concurrence
Point 2A Field Meeting Packet for the above referenced project.
If you have any questions or need additional information, please contact me at 733-7844
extension 260.
Attachment
cc: File
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
154$ 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

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
December 3, 2007
MEMORANDUM TO:
Richard Spencer, USACE
Gary Jordan, USFWS
Kathy Matthews, EPA
Felix Davila, FHWA
Travis Wilson, NCWRC
Sue Homewood, NCDENR-DWQ
John Olinger, NCDOT-Division 8
Jeff Loflin, NCDOT-Division 8 Rachelle Beauregard, NCDOT-PDEA, NEU
Art King, NCDOT-Division 8 Brett Feulner, NCDOT-PDEA, NEU
FROM: Michael Penney, PE ,%l.
Project Development and Environmental Analysis Branch
SUBJECT: US 311 from North of SR 1929 (Spencer Road) to US 220,
Randolph County, Federal-Aid Project No. NHF-311(3), State
Project No. 8.1571501, WBS No. T.I.P. No. R-2606 B&C
Concurrence Point 2A Field Meeting
Attached is the meeting information package for the R-2606B&C Concurrence Point 2A Field
Meeting scheduled for December 19, 2007. This packages describes the proposed improvements
to US 311 from North of SR 1929 (Spencer Road) to US 220 in Randolph County. The meeting
is scheduled to begin at 10:30 a.m., and we will meet at the Exxon Tank and Tummy - 3867 US
Highway 311, near Randleman. This convenience store is located near the project area on the
southwest side of the existing US 311 and US 220 interchange.
Please confirm your attendance with me either by email or phone by the end of the day, Friday,
December 14, 2007. If you have any questions or need additional information, please contact me
at [phone], extension 260 or by email at mpenneY(c~dot.state.nc.us. We look forward to
meeting with you on December 19.
MP/mlr
Anne Gamber, NCDOT-Hydraulics
Doug Taylor, NCDOT-Roadway Design
Ted Walls, NCDOT-Roadway Design
Lonnie Brooks, NCDOT-Structure Design
Rodger Rochelle, NCDOT-Alt. Delivery
Jackie Armstrong, NCDOT-Alt. Delivery
Derrick Weaver, NCDOT-PDEA
LYNDO TIPPETT
SECRETARY
Attachment
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 ~VIAIL 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

cc Chris Militscher, EPA, w/out attachment
Marshall W. Clawson, NCDOT-Hydraulics, w/out attachment
Eric Midkiff, NCDOT-PDEA, w/out attachment
Teresa Bruton, NCDOT-Alt. Delivery, w/out attachment
Elizabeth Lee Lusk, NCDOT-PDEA, NEU, w/out attachment

~'
US 311 from North of SR 1929 (Spencer Road) to US 220
Randolph County
Federal-Aid Project No. NHF-311(3)
State Project No. 8.1571501
T.I.P. Project No. R-2606 B&C
NEPA/Section 404 Merger O1 Process
Concurrence Point 2A Meeting
December 19, 2007
Introduction
The purpose of this meeting is for the Merger Team to discuss issues pertaining to Concurrence
Point 2A (Bridging Decisions) so that concurrence can be reached on the necessary bridge
lengths and locations.
Project Background
The US 311 project area, shown in Figure F-1, is located in Randolph County, between Archdale
and Randleman in the central piedmont region of North Carolina. R-2606 begins at the proposed
High Point East Belt in the vicinity of SR 1920 (Tuttle Road) and extends to US 220 north of SR
1712 (Pineville Road). R-2606 B begins north of SR 1929 (Spencer Road) and extends south of
US 311. R-2606 C begins south of US 311 and extends south to US 220 (see aerial
photographs). The recommended improvement includes afour-lane divided freeway with a 70-
foot wide grass median. The proposed project will be part of the future Interstate I-74
connecting Detroit, Michigan with Charleston, South Carolina. The estimated cost for the project
presented in the Draft 2009-2015 Transportation Improvement Program (T.I.P.) is $156,540,000
(excluding Part A). No substantial environmental impacts are anticipated.
Six build alternatives were considered in the Environmental Assessment (EA) approved in
March 1997; an Upgrade Existing Roadway, and Corridors A, B, C, D, and AA. Corridor C was
selected as the preferred alternative in the Finding Of No Significant Impact (FONSI) approved
February 26, 1999. Corridor C was preferred by the interagency project team because it was less
expensive, minimized impacts to the Randleman Lake water supply watershed, and provided the
most desirable connection with the future I-73 and I-74 corridors.
Corridor C begins south of SR 1920 (Tuttle Road) and continues in a southeasterly direction
staying approximately 0.5 miles north of US 311 to SR 1944 (Branson Davis Road). Corridor C
continues in a southerly direction crossing existing US 311 just east of SR 1941 (Wall Brothers
Road). Corridor C continues south, just east of SR 1518 (Old Way Road) and coincides with US
220, for a total length of 9 miles.

! i
Overview of Interagency Coordination
September 1 S, 1995 -Steering Committee/Environmental Resource Agencies Meeting
• Reviewed preliminary alternatives to determine the most reasonable and feasible
alternatives for further detailed study.
• Agreement was reached that Corridor A, C, and AA were the reasonable and feasible
alternatives to be carried forward for detailed study.
October 1 S, 1997 - U.S. Army Corps of Engineers
• Concurred that Corridor C was the least environmentally damaging practicable
alternative.
• Agreed that there is agency consensus on this preferred alternative from the other
resource agencies.
September 24, 1998 -Agency Review Meeting
• Reviewed the preliminary design within the preferred corridor and reviewed wetland
avoidance and minimization efforts.
• Requested an alignment at Muddy Creek (303(d) stream) to avoid impacts to wetland site
1 (Part A, beginning of R-2606) and minimize impacts to Muddy Creek.
• Requested revisions to the US 220 interchange design to reduce the length of streams
impacted.
January 8,1999 -Field Review Meeting
• Approved proposal to reduce the length of streams impacted by 1,476 feet in the US 220
interchange by adjusting the horizontal alignment, vertical grades, and reducing the
inside fill slope from 4:1 to 2:1 in the preliminary design for the project.
• This resulted in the avoidance of impacts to the wetland site M 5 (Part C, between Permit
Sites 28 & 29).
• The revisions in the alignment reduced the project wetland impacts to 2.13 acres.
March S, 1999 - U.S. Army Corps of Engineers
• The Corps of Engineers agreed with minimization efforts, but their concurrence on Point
4 would be contingent upon the public review.
March 14, 2007 - 404 Individual Permit & 401 Water Quality Certification
• Received 404 Individual Permit 401 Water Quality Certification for R-2606 and
R-609IA,IB.
2

Purpose and Need
The EA document, approved in March 1997, showed the level of service (LOS) for most
segments along US 311 operating at LOS D. Most of the turning traffic on the intersecting
roadways are operating at LOS D & E. Projected 2020 traffic volumes on existing US 311 are
estimated to range from 16,500 vehicles per day (vpd), to 22,000 vpd, and will operate at
capacity. Significantly higher accident rates were present along the section of US 311 from SR
1919 (Poole Road) to SR 1930 (Bronzie Lawson Road) compared to the statewide average.
Several of the horizontal and vertical curves along US 311 do not meet the established design
criteria.
The US 311 corridor improvements are proposed to reduce the travel time, allow through traffic
to avoid congestion on existing US 311, and to reduce the accident potential for a safer, more
efficient roadway system. The proposed improvement will complete the upgrading of US 311 to
a freeway facility from I-40 at Winston-Salem to US 220 near Randleman. The relocated US
311 will be a part of Interstate I-74 under legislation approved by Congress.
Operational Characteristics
The facility will have controlled access with interchanges at SR 1928 (Cedar Square Road),
existing US 311, and US 220. The design speed is 70 mph, with a minimum curve radius of
1640 feet. The median width is 70 feet, the minimum right-of--way width is 394 feet, and the
roadway is designed to operate at LOS C.
3

a
Preferred Alternative Summarv (R-2606 Parts A. B. & Cl
Corridor C
Pro~ect Len th 9 Miles
Interchan es 3
Grade Se arations 7
Railroad Grade Se arations 1
Historic Pro erties 0
Archaeolo ical Sites 1
Federal Listed S ecies Present Within Corridor 1 Schweinitz's Sunflower
100 Year Flood lain and Floodwa Crossin s 1 Mudd Creek
Hardwood Forest Im acts acres 286
Prime Farmlands acres 139.5
Potential Residential Relocations 71
Potential Business or Other Relocations 5
Hazardous Materials Sites 0
Stream Crossin s 23
Delineated Wetland Im acts 2.13 acres
Delineated Surface Water Im acts 1.81 acres
Water Su 1 Watersheds Yes Randleman Lake, Back Creek
Len th in Critical Area miles 0.6
Wildlife Refu es and Gamelands No
On-site Restoration Potential Yes
Im acted Noise Rece tors 44
Ri ht of Wa Cost Estimate 'ust B&C $16.9 M
Construction Cost Estimate 'ust B&C $156.5 M
Summary of Public Involvement
A citizens informational workshop was held on August 29, 1995 at the City of Archdale
municipal building. Approximately 100 individuals attended to discuss topics pertaining mostly
to personal property impacts, compensation for relocations and property acquisition, and the
project schedule. A Steering Committee was formed to provide ongoing coordination during the
development of the project. Members included representatives from NCDOT, FHWA, City of
High Point, City of Archdale, City of Randleman and Randolph County.
A pre-hearing informational meeting was held on June 19, 1997, with a public hearing occurring
on June 26, 1997. In both instances, approximately 200 individuals attended the meetings. The
meetings included explanations of handouts and display maps, purpose, current project status,
and proposed project design right-of--way requirements and acquisitions procedures. Questions
pertained to the potential impacts to individual properties. The majority of comments were in
support of Corridor AA, as well as support from the City of Randleman, Randleman Chamber of
Commerce, and Randolph County Commissioners. The City of Asheboro endorsed Corridor C.
4

i
Corridor AA was preferred by the public but was found to be more complex, costly, and to
generate a confusing interchange design at I-73 (US 220). In later resolutions, the local
governments changed their positions on Corridor AA and agreed to support Corridor C.
Proiect Commitments
The commitments recommended for the proposed improvements are:
1. Borrow material will be taken from upland sources in the construction of this project.
2. NCDOT will make every effort during the erosion control design phase for this
project to avoid placing erosion control devices on wetlands.
3. NCDOT will use Design Standards in Sensitive Watersheds (15A NCAC 048.0024),
and High Quality Storm Erosion Control Measures at all stream crossings currently or
potentially designated as Water Supplies, and where the project is located in any
Watershed Critical Area.
4. Hazardous Spill Basins will be provided at crossings of Muddy Creek, Back Creek,
and their associated tributaries in accordance with NCDOT's Guidance for the
Location and Design of Hazardous Spill Basins.
5. A comprehensive wetland and stream mitigation plan is described in the 401 Water
Quality Certification and the 404 Permit.
6. NCDOT will abide by the conservation measures for the Schweinitz's sunflower
(Helianthus schweinitzii) included in the November 2007 Biological Assessment and
Biological Opinion.
Hydraulic Recommendations
Based on a preliminary hydraulic study and a recent review of stream crossings, five stream
crossings require structures that are at least 72 inches wide. All other crossings can be contained
in smaller pipes. The proposed structures and impacts to the streams, wetlands, open waters, and
riparian buffers are displayed in Tables 1-4. These are based on the preliminary design
information presented in the permit package.
5

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BOULDER DIVISION OF HIQHWAYS
RANDOLPII COUNTY
---- CORE FIBER ROLLS
PROJEC'P: &1571501 tR-26HG>
US 311 BYPASS FROM HIGH
POINT EAST BELT TO US 220
SHEET ~ pF ;j () AUGUST 9, 20Q2

--'--WLg----- WETLAND BDUNDARY
WETLAND
`~ L~~~/// .__._
sYCYxu`i ALLOWABLE IMPACTS ZQNE I
~:~v~: ALLOWABLE IMPACTS ZdNE 2
MITIGABLE IMPACTS 20NE I
MITIGABIE IMPACTS ZONE 2
PROPOSED 6RIDGE
_ _ Pf~DP45ED SOit CULVERT„
~~~ PROPOSED PIPE CULVERT
12'-48'
tDASHED LINES DENOTE PIPES
EXISTNG STRUCTURESI 54' PIPES
gi~nr~,, 5 a$ovE
L:3' SINGLE TREE
WOODS LINE
- BZ ° RIPARIAN $UFFER ZONE
„- BZI---- RIPARIAN BUFFER ZONE i
30 f t t9.2mI
-gZ2 - RIPARIAN $UFFER ZONE 2
2@ ft (6.Im)
- FLOW DIRECTION
T----~.- TDP OF BANK
WE EDGE OF WATER
PROP. LIMIT OF CUT
_ -F -PROP. LIMIT OF FILL
~- PROP. RIGHT OF WAY
-- -NG- - NATURAL GROUND
-lPy- PROPERTY LINE
--tDE - TEMP, DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
-- EAB--' EA IMALN$OUNDAR~
EPg- . EXIST. ENDANGERED
PLANT BOUNDARY
~~ WATER SURFACE
x XX x X LIVE STAKES
80ULDER
. _ -. CDRE FIBER ROLLS
. DRAINAGE INLET
ROOTWAD
RIP RAP
~1 ADJACENT PROPERTY OWNER
t\_~.../1 OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE tPSHi
~~-~--~ LEVEL SPREADER {LSI
~~`=~~~}_~ GRASS SWALE
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DIVISION OF HIGHWAYS
RANDOLFH COUNTY
pROJECT:8.1571501 CR-26o6$
US 311 BYPASS FROM HIGH
POINT EAST BELT 'I'O US 220
SHEET l~ OIr ~ {~ AUGUST 4, 2Q02

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