20060331 Ver 1_Meeting Minutes_20071206

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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
RECEIVED
N C Dept of ENR
DEC 0 6 200?7
0
Winston Salem
Regional Office
LYNDo TIPPETT
SECRETARY
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
Jeff Loflm, NCDOT-Division 8 Rachelle Beauregard, NCDOT-PDEA, NEU
Art King, NCDOT-Division 8 Brett Feulner, NCDOT-PDEA, NEU
FROM Michael Penney, PE
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 in, 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(iDdot state nc us We look forward to
meeting with you on December 19
MP/mlr
Attachment
MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE WWW DOH DOT STATE NC US RALEIGH NC
RALEIGH NC 27699-1548
cc Chas Milrtscher, 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
IL e
US 311 from North of SR 1929 (Spencer Road) to US 220
Randolph County
Federal-Aid Project No. NHF-311(3)
State Protect No. 8.1571501
T.I.P. Project No. R-2606 B&C
NEPA/Section 404 Merger 01 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 (Bndgmg Decisions) so that concurrence can be reached on the necessary bndge
lengths and locations
Project Background
The US 311 project area, shown in Figure F-l, 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 aenal
photographs) The recommended improvement includes a four-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
Corndor 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 dust east of SR 1941 (Wall Brothers
Road) Corridor C continues south, dust 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 15, 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 15, 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 5, 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-6091A, 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 mimmum curve radius of
1640 feet The median width is 70 feet, the mmimum right-of-way width is 394 feet, and the
roadway is designed to operate at LOS C
3
Preferred Alternative Summary -2606 Parts A, B, & C
`- +'?a a ?, sue` e,?,
a n € t r ,y, a +5_ *5 ?.z a r
"? Corridor
Project Length 9 Miles
Interchanges 3
Grade Separations 7
Railroad Grade Separations) 1
Historic Properties 0
Archaeological Sites I
Federal Listed Species Present Within Corridor 1 Schweinitz's Sunflower
100 Year Flood lam and Floodwa Crossings 1 Mudd Creek
Hardwood Forest Impacts acres 286
Prime Farmlands acres 1395
Potential Residential Relocations 71
Potential Business or Other Relocations 5
Hazardous Materials Sites 0
Stream Crossings 23
Delineated Wetland Impacts 2 13 acres
Delineated Surface Water Impacts 1 81 acres
Water Supply Watersheds Yes Randleman Lake, Back Creek
Length in Critical Area miles 06
Wildlife Refuges and Gamelands No
On-site Restoration Potential Yes
Impacted Noise Receptors 44
Right of Way Cost Estimate Oust 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 pertaimng 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
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 04B 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 Schweimtz's sunflower
(Helianthus schweimtzu) 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
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NCDOTI:
DIVISION OF HIGHWAYS
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US 311 BYPASS FROM HIGH
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