HomeMy WebLinkAbout20091070_Meeting Agenda_20071214s
~~/ry
~~
R-2612: US 421 Interchange Additions at Woody Mill Road (SR 3389) and a~o~ G~, ~S~
Neelley Road (SR 3418), Pleasant Garden, Guilford County ~p~. t~
Merger Discussion Meeting Agenda ~ y ~- C~~
Room 470- Transportation Building -Raleigh, NC ~'~~ ~o ~
January 22, 2007 ~A~ o~' /%
'~~~ ~
~.,~
~~
TIP Description: y
The North Carolina Department of Transportation proposes to construct interchanges on US 421, south
of Greensboro, replacing the temporary at-grade intersections of Woody Mill Road (SR 3389) and
Neelley Road (SR 3418). All existing, temporary at-grade intersections along US 421 within the project
limits will be permanently closed. Minden Road (SR 3413) will be extended parallel with US 421 and
will intersect Company Mill Road (SR 3394), south of the proposed Woody Mill Road Interchange.
1. Meeting Purpose
Presentation of relevant information concerning the recommended widening altematives, studied in the
Environmental Assessment, for inclusion in Merger 01 Process at the 4B Stage. An Environmental
Assessment for this project was approved on October 30, 1998 and distributed.
2. Project Status
• Purpose & Need:
Pureose: Safety enhancement of US 421 by eliminating at-grade
intersections between the I-85 Bypass Interchange and the existing
NC 62 Interchange, south of Greensboro.
Need: US 421 was relocated and constructed as a four-lane, divided
highway with full control of access in 1972. Interchange locations
were designated; however, the proposed interchanges at Woody ~z~^
Mill Road and Neelley Road were built as temporary at-grade ~ ry~v1 L ,
intersections due to funding constraints. Right-of-Way wasp ~~ ,.,;~`
acquired for future interchange construction.
~~~~
^ Alignment Alternative A-2 (Diamond Interchange) and Service
Road A are currently recommended for construction at Woody
Mill Road.
^ Alignment alternatives B-3 (Half-Clover Interchange) is currently
recommended for construction at Neelley Road.
• Impacts Summary:
• See Attached Impacts Summery Table for Recommended Alternatives A-2 and B-3 (includes
Service Road A).
c-0~S
• Streams and Wetlands: ~'
Based upon the current functional design plans for the Neelley Road
~~ Interchange, there will be three crossings of Big Alamance Creek, each
~~ requiring a 72-inch RCP. Limits of the 100-year floodplain fall in the vicinity
-~`~~..J~~ rk ` of the Neelley Road Interchange. The project is in the Cape. Fear River
~ ~ ~, Basin draining into Lake Jordan. Hydraulics Unit will coordinate mitigation
~~, ~ of unavoidable impacts to riparian buffers. A pond north of this interchange
~, and wetlands south of this interchange will be impacted.
Based upon the current functional design plans for the Woody Mill Road
Interchange, there will be two crossings of an unnamed tributary to Big
Alamance Creek, downstream of the existing crossing. The existing
upstream structure is a 60-inch CMP. In order to reduce the number of
stream crossings and to mitigate for riparian buffer impacts to the
stream, it is recommended that the stream be relocated north of the
R-2612: Merger Discussion Agenda
January 22, 2007
Page 2 of 2
proposed westbound exit ramp in the northeast quadrant. This will
result in crossing the stream once with a 60-inch RCP: The length of
the proposed stream relocation would be approximately 820 feet. This
action would provide an opportunity for stream enhancement since the
new stream would be designed and built with the requisite replacement
of riparian buffers.
Both interchanges are in a water supply watershed with a best usage
classification of WS-IV NSW. The project is not in a designated high
quality watershed or within half a mile of the critical water supply area.
No hazardous spill containment measures will be needed. Standard
levels of erosion control will be applicable. The project will follow
NCDOT Best Management Practices for Protection of Surface Waters.
3. Current Project Schedule
Environmental Assessment October 1998
FONSI June 2007
Right of Way Acquisition R-2612A (Woody Mill Road) - 2009
R-26126 (Neelley Road) - 2012
Construction R-2612A (Woody Mill Road) - 2010
R-26128 (Neelley Road) -Post Year
~ -s ~ ~
;~ X59 i-85 Bypass Interchange '=~ ~°° 34)3 'F19 3se5 ~~ ,;~ 3642
TIP Project I-2402 ` ,~ a 3669 ~`a $ 363
- ,
a
3317 _., _..._._ _._ .__ 30% J
- ~, x
.~ 3506.4
3558 33~
35+9 .ra
3466 f-309S 3497 3536 309) ~~~ 3529
- ~ 3536 3546 ~~ 3528 3529 •.
3497. 35,
'~ 3?7575 3535 ~`ti
/~ 3329 3511
<?2 ~ ~ 1 3549 ~ / 3.,,,8 ~ • _ 3512 O t
3486 3485 3x92 .- 3S:' 3535 ~ .
3652 ~ ~ 36'3 ~ 193 T~.m o a 3~8 3539
.,s -~
_5) o ~, 4 _
c/ .. 3502 ~~
3632 ?~• t' -
. is ~ `ZL~ _ ~ ^_ 3571
3538
'~ 7592
2, ?)~9 8 35S
35~ NC 22 3s40 n
. N 3633 • .
.12 363) /~ ~ 3544 0 3506
8 ?512
345, ~ m3 3545 353) 3608 ~ '4 ~
3332
- d 3Fi3
• ~ 3`X18 ~ 36`2- ~- 3602
. r L 36LM1 3643 3609
~ /t / ~ 7615 36' 3 . ~) 8
'~,4 .,, t~ ~ e
3E0~ ' 3600
•~ ~ - -
~ 5
3549
3683 3648 0 3649
36)9 3330 ?
n oz 34133
y
'x
36E0 ~ ~ --~~ i~ ''b .a~ 355, 36560
3659 \.. .\ ~ \ lj~t \ 3%2 '~
.2c ~ \ ~ ~ ~ 3309
I- \ \ _
~'' 3a,z _ ~ •• g 364e
30)6 '. /~- ~. J_. 3580 .~ 4
/ ~ ~ .. 1 .~ 355,
(
3~A4
3a))
34,2
_ _ \
a .,4 ~„ ..4 .--- F 3.,,' WOODY - '
3438 ~ MILL '~` ~ - .
._ ~ ROAD 3t~
- ~ .,
,.M - 3~ i r. - -- ~ r
~ /~/
,/i
..
~~~ • ~
~ w ~ ~jd R I ~ Y 1 Osceoli ~ • ti •~ ~ !'
• 5 ,$~erfi dSumm~t Monticello le ~ •• c ~ i J
0 w 6 .6,~k`ar 3~, 29 D ss;oe / • • •••• 1
Rid o~~' `'~_ ~ •
\, 1 f. A41. P Mc~ anSVll ••
t Iti~ tadr r[ ~ ibsonri /~ •••
Goni[e - f 10 Sedalia ~ //~~ ••••
` ••
r fib ~ S r * 1 r 1 Z1 10 Wpilseb Alai ~~/ •••••
edgel;e~ld ~ * + I ~~ ••
••
c •
.f ~ 5 .. ~P\sa Garg//~ ~ •••
i 13 1 ••
q 2 70 F 5 ~ Nime •••
I ••
I ~ - IU 8 ~_ 4_ B 62 _ f _ ulian _~•••
"°"` NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
a DIVISION OF HIGHWAYS
,~ o, PLANNING AND ENVIRONMENTAL
BRANCH
US 421
WOODY MILL RD. & NC 22 INTERCHANGES
GUILFORD COUNTY
R-2612
FIGURE 1 LOCATION MAP