20141132 All Versions_Meeting Minutes_20080910

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?CF N1 rF9 Michael F Easley, Governor
?O G William G Ross Jr, Secretary
6 r North Carolina Department of Environment and Natural Resources
Gy Coleen H Sullins, Director
Division of Water Quality
September 10, 2008
To Rob Ridings, DWQ Central Office, Transportation Permitting Unit
From Polly Lespinasse, DWQ Mooresville Regional Office
Subject Concurrence Meeting 2A/4A for TIP Project a-2501 , US1 from Sandhlll Road (SR 1971)
to Marston Road (SR 1001), Richmond County
Rob, here are my comments for the upcoming concurrence meeting on September 18, 2008, for the above
referenced project As stated earlier, I don't have any historic information on this project so you may want
to check the central files to see if there were any commitments that were made
• All streams are Class C with the exception of Falling Creek (WS-III) and Chock Creek (WS-III)
None of the streams are 303d listed
• Site S3, Structure 1 The cost of the bridge is considerably more than the culvert Is this due to the
-.-length required because of the skew? Don't know the quality of the stream(s) The only data
r?- provided is the stream score Again, I don't have any files on this and have not seen the project in
the field -166
• Site S10, Structure 5 Looks like there will be two bridges (2 different crossings)? Explore if there is
any opportunity for some interchange realignment Also, if the alternative proposes two (2) bridges,
is there an opportunity for at least one (1) bridge or is there abrade issue This interchange has big
impacts to both streams and wetlands There appears to be about 300 feet of stream between the
two (2) proposed culverts The total amount of impact per the document is 1,233 feet Does this
include the 300 feet between the culverts? I have seen other merger team members require the
open area between culverts and fill slopes to be considered impact 300 feet seems like a decent
amount of stream, so I'm not sure how the typically view it w ? '"'?'QOfJ rcda,J
l-a.-1-5 /3,
4J,?ii?F;?.?- -w,ul ?k 4J, 7,,s 300 *WZAA a C f
• Site S1?0, Structure 6 Not enough detail provided in the document to comme fa?pprop it ately
Qkts cu(o4,/s 4? P•,4es. Ck??r.,f ones ?cra?;?e? ?lcw
• Site S20, Structure 9 Stream impacts equal 87 feet with the culvert extension Bridge costs
approximately $600,000 more I don't have a huge problem with the extension
Site W9, Structure 2 The tables indicate that the existing culverts will be retained Impacts are 0 71
acres WIII the culverts be extended? Where are the impacts coming from? w/LV
Site W11, Structure 3 The cost difference for the bridge is not substantial, so the preference would
be a bridge The wetland scored a 42 and the impact acreage is 0 76 of the total 7 98 acres
However, the impacts for the bridge are the same as for the culvert This is confusing Typically,
impacts are reduced by the construction of a bridge If the impacts are truly the same, then I don't
have a preference with respect to the bridge
,Q ',n "M
leed?a
Mailing Address Phone [phone]
610 East Center Avenue, Suite 301 Fax [phone]
Mooresville, NC 28115
Internet www ncwaterguality ora
Location No One
hCarolina
610 East Center Avenue, Suite 301 Naturally
Mooresville, North Carolina
Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Cc9?
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• Site W14, Structure 4 This wetland scored a 74 There is only a slight impact reduction with two (2)
bridges Explain why the imps is are not more significantly reduced prior to recommending bridge
vs culvert /IfCtot() 8 c r.bj lba-1 j
g tK?rn y.e ' it o?'Q i1 eeGP '?,? 5 J°a? °c Q:Q l.?/<'f (atv.?
• Site W26, Structure? This one is confusing to me I believe it shows bridges for both alternatives
There are approximately 8 acres of wetland impact proposed for the first alternative and no impacts
fof hey second alternative Obviously, this is a big difference
` Tfyd?ru..?lic?P ?.. - /7v -f'GZ 44fi e- +?i'tr Qr??y? C?S7? ,?,4.
• Site W37, Structure 8 This is another site where the impacts to the wetland do not appear to be
rera/tly f edu ed by the construction of a bridge (approximately 0 25 acres) Please get c arification
• ite S1 The amount of stream impact is 451 feet This site shows extensions of 115 fe t total
Where are the other 330 feet of impact coming from?
• Sites S9 and S13 The amount of stream impact for these sites is 523 feet and 353 feet
respectively Is there any way to reduce these impacts
• Sites W18 and W21 are part of the interchange referenced above There are 5 26 and 8 03 acres of
impacts to these wetlands (the scores were 65 and 56) Is there any way to reduce these impacts?
• Site W24 Impact is 2 46 acres The score is 49 Any impact reduction would be good
I hope this makes sense Thanks again for helping me outs
?dy

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STATE OF NORTH CAROLINA
DEPARTWNT OF TRANSPORTATION
MICHAEL F EAsLEY
GOVERNOR
August 25, 2008
MEMORANDUM TO
FROM
Concurrence Meeting Participants
IN"
LYNDo TIPPETT
SECRETARY
Derrick Weaver, PE
Project Development and Environmental Analysis Branch
SUBJECT US 1 From Sandhill Road (SR 1971) to Marston Road
(SR 1001) in Richmond County, Federal-Aid Project No
NHF-1(1), State Project No 8T580501, WBS Project No
34437 1 1, TIP Project No R-2501
Concurrence Point 2A/ 4A Meeting
Attached is the meeting information package for the R-2501 Concurrence Point 2A/ 4A
meeting scheduled for September 18, 2008 This package describes the proposed
improvements to US 1 from Sandhill Road (SR 1971) to Marston Road (SR 1001) in
Richmond County
If you have any questions or need additional information, please contact me at (919) 733-
7844, extension 215 or by email at dweaver@ncdot gov We look forward to meeting with
you on September 18
DW/mlr
Attachment
cc Eric Midkiff, NCDOT-PDEA, w/out attachment
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 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
w
US 1
From Sandhill Road (SR 1971) to Marston Road (SR 1001)
Richmond County
Federal-Aid Project No. NHF-1(1)
State Protect No. 8.T580501
TIP Project No. R-2501
NEPA/Section 404 Merger 01 Process
Concurrence Point 2A/4A Meeting
September 18, 2008
Introduction
The purpose of this meeting is for the Merger Team to discuss issues pertaining to Concurrence
Points 2A (Bridging Decisions) and 4A (Avoidance and Minimization) so that concurrence can
be reached The issues being reviewed at this meeting include
Possible bridge locations and lengths
Impacts to jurisdictional areas (streams, wetlands and other surface waters),
threatened and endangered species, and cultural resources, and
Avoidance and minimization
Project Background
The proposed action, shown in Figure 1, consists of widening and/or the relocation of US 1 in
Richmond County from Sandhill Road (SR 1971) south of Rockingham to Marston Road
(SR 1001) north of Rockingham, a distance of approximately 19 2 miles This portion of the
US 1 project is identified as project number R-2501 in the 2009-2015 Transportation
Improvement Program (T I P ) The TIP schedule for R-2501 shows right-of-way acquisition
will begin in Fiscal Year (FY) 2011 and construction will start in FY 2013
In 1972, a thoroughfare plan was developed for Richmond County with the assistance of the
North Carolina Department of Transportation (NCDOT) The plan identified the need for the
construction of a mayor US 1 arterial link from east of Rockingham to a point dust south of
Hoffman A portion of the environmental studies, which began in 1994, was accomplished when
the Phase I Route Location and Environmental Study for the US 1 Rockingham Bypass
(T I P No R-2501) was completed in February 1997
A Draft Environmental Impact Statement (DEIS) evaluating alternatives for improving US 1
from Sandhill Road (SR 1971) to north of Fox Road (SR 1606) was approved on June 30, 1999
Following the publication of the DEIS, a Corridor Public Hearing was held on
September 14, 1999, to present the "reasonable and feasible" alternatives to the public
On October 28, 1999, Alternative No 21 was selected as the Least Environmentally Damaging
Practicable Alternative (LEDPA) by the Project Team
S

A Supplemental Draft Environmental Impact Statement (SDEIS) was approved on
April 27, 2001, documenting the changes that had occurred for the proposed US 1 Bypass
improvements since the approval of the DEIS These changes included the extension of the
proposed project from north of Fox Road (SR 1606) to Marston Road (SR 1001) and an
additional preliminary alternative, to improve NC 177 from US 1 north to the South Carolina
state line, as requested by the Environmental Protection Agency (EPA)
A new interchange is being considered in the vicinity of Wiregrass and County Home Roads
(SR 1640/ SR 1624) Following a Citizens Informational Workshop in July 2007, Richmond
County officials requested an interchange in this area to help with emergency, industrial, and
general access
Overview of Intera2ency Coordination and Concurrence Points
January 27, 2005 - Wildlife Crossings Meeting
• One 8' x 12' RCBC and three additional structures were tentatively proposed for wildlife
crossings (4' x 6' RCBC or largest possible size) between Wiregrass Road (SR 1640) and
existing US 1
November 10, 2004 - Project Team Meeting
• The team reviewed hydraulic recommendations and proposed typical section to determine
if the box culvert will be utilized or if a new structure is required for the wetlands and
streams associated with Gibson's Pond (Stream and Wetland S19, S20, W49, and W50)
Representatives from the Corps of Engineers and Fish and Wildlife Service noted
benefits of constructing a new bridge beside the existing culvert (Stream S20)
• A culvert is recommended at Wetland W37 Several small box culverts were suggested
between Wiregrass Road and existing US 1 for small wildlife
• The team reviewed hydraulic requirements and structure recommendations concerning
the wetland area between CSX Railroad and US 74 Business, and discussed comparing
costs of one long bridge versus three bridges (Wetland W26)
• The construction and layout of the interchange dictated the requirements at the
US 74 Bypass/US 1 Interchange area (Wetland W 18, W 19, and W21)
• A culvert was recommended at the area of the Loch Haven Golf Course (Wetland W 14)
• The Corps of Engineers indicated they would like to see what is being proposed at the
beginning of the project area at Osborne Road (Stream and Wetland S1, S2, S3, W2, W8,
and W9)
June 24, 2002 - Public Hearing
• NCDOT gathered comments regarding the widening of existing US 1 between Fox Road
(SR 1606) and Marston Road (SR 1001) with R-2501C
• After evaluating the comments, NCDOT selected a five-lane section
2

April 27, 2001- Approval of Supplemental Draft Environmental Impact Statement (SDEIS)
• A Supplemental Draft Environmental Impact Statement (SDEIS) approved by the
FHWA
• The SDEIS documented the extension of the proposed project from north of Fox Road
(SR 1606) to Marston Road (SR 100 1)
February 15, 2001- Project Team Meeting
• The team reached concurrence on the detailed study alternatives and the Least
Environmentally Damaging Practicable Alternative (LEDPA)
October 28, 1999 - Verbal Approval of the Least Environmentally Damaging Practicable
Alternative (LEDPA)
• An Interagency Team Meeting was held to present to the agencies the "Recommended
Alternative" as selected from the Post-Hearing Review Meeting and to gain consensus on
a "Least Environmentally Damaging Practicable Alternative (LEDPA) "
• It was confirmed that the project is following the NEPA/404 Merger Process and that
concurrence was received from the Corps of Engineers on November 23, 1998
• It was established that the Division of Forest Resources District Headquarters along US 1
north would not be impacted by a five-lane shoulder section along US 1 as opposed to a
four-lane divided highway and Corridor No 21 being selected as the recommended build
alternative
• A consensus was reached to recommend Corridor No 21 as the "Least Environmentally
Damaging Practicable Alternative (LEDPA) "
October 25, 1999 - Post Hearing Meeting
• The Post Hearing Meeting Committee reviewed all comments made after the Corridor
Public Hearing (held on September 14, 1999), and made recommendations for a
"Preferred Alternative" to be included in the FEIS
• The Committee recommended Corridor No 21 as the "Preferred Alternative" with a five-
lane shoulder section from the US 1 Bypass to the five-lane curb and gutter section near
the N C Motor Speedway
September 14, 1999 - Corridor Public Hearing
• NCDOT gathered comments on the selection of a preferred corridor
• Alternative Corridor No 21 was chosen as the "Selected Alternative "
June 30, 1999 - Approval of Draft Environmental Impact Statement (DEIS)
• The Draft Environmental Impact Statement (DEIS) approved by the FHWA
• The DEIS identifies four build alternatives, Alternatives 7, 14, 21 and 24, to be evaluated
further for potential impacts
3
November 23, 1998 - US Army Corps of Engineers Concurrence with Detailed Study
Alternatives and Purpose and Need
• The Corps of Engineers concurred with the elimination of Segments B, M, N, and O from
further consideration
• The agreement reaffirms earlier concurrence (October 2, 1997) on the Purpose and Need
September 16, 1998 - Project Team Meeting
• Corridor Segments M, and N were eliminated because of potential adverse environmental
impacts, Segment B was eliminated due to environmental justice concerns
• NCDOT decided to reconsider widening existing US 1 from its northern project terminus
south to a point where a logical connection could be made to a four-lane controlled
access facility on new location
October 7, 1997 - Public Officials Meeting
• The original 27 Alternatives were reduced to 9 Alternatives
October 2, 1997 - Concurrence on the Purpose and Need
• A memorandum titled "Integration of the Section 404 and NEPA Process - A Team
Approach for Transportation Projects in North Carolina" was provided to NCDOT to
concur on the purpose and need for the project
February 1997 -Completion of the Phase I Route Location and Environmental Study
• A Phase I Route Location and Environmental Study was completed for the US 1 Bypass
Purpose and Need
US 1 serves as an important north-south corridor in the Piedmont region between the South
Carolina state line and two major interstates, I-40 and I-85 Construction of a US 1 bypass east
of Rockingham, in addition to improvements to existing US 1 have been identified as primary
goals in local planning documents
Existing traffic data indicates some sections along US 1, especially in downtown Rockingham,
currently experience either Level of Service D or E during peak traffic hours By 2020, the
majority of sections along US 1, with the exception of the four-lane, non-divided sections, will
experience LOS E or worse during peak hours
The proposed improvement and/or relocation of US 1 will improve travel in Richmond County
by reducing overall travel time, reducing through and truck traffic congestion in downtown
Rockingham, and improving traffic safety along US 1

4

-r
Operational Characteristics
The improvements to existing US 1 begin at Sandhill Road (SR 1971) south of Rockingham to
Marston Road (SR 1001) north of Rockingham, a distance of approximately 19 2 miles The
new location portion of the project is proposed as a fully controlled access facility Interchanges
are located at Wiregrass Road (SR 1640)/County Home Road (SR 1624), US 74 Bypass, Airport
Road (SR 1966), and US 74 Business
The "Preferred Alternative" design elements include
Four-lane freeway - 70 mph design speed, controlled access, 70-foot median, estimated
330 foot minimum right-of-way
Four-lane widening - 60 mph design speed, uncontrolled access, 23-foot median,
estimated right-of-way varies from 100 to 200 feet
Five-lane widening - 60 mph design speed (with shoulders), 50 mph design speed
(with curb and gutter), uncontrolled access, continuous center turn lane, estimated right-
of-way varies from 100 to 200 feet
Preferred Alternative Summary (Alternative 21)

Project Length 192
Interchanges 4
Grade Separations 3
Railroad Grade Separation) 2
Historic Properties 0
Archaeological Sites 4
Federal Listed Species Present Within Corridor 0
100 Year Flood lain and Floodwa Crossings 5
Prime Farmlands acres 2487
Potential Residential Relocations 102
Potential Business or Other Relocations 16
Hazardous Materials Sites 0
Stream Crossings 10
Delineated Surface Water Impacts acre 3
Wetland Impacts (acre) 39 19
Water Supply Watersheds 3 (Hitchcock Creek, Falling Creek,
& Chock Creek
Length in Critical Area miles 0
Wildlife Refuges and Gamelands No
On-site Restoration Potential TBD
Impacted Noise Receptors 0
TIP Cost Estimate R-2501 B&C
Prior Year & Mitigation Cost Estimate $16 654 million
Right of Way Cost Estimate $9 895 million
Construction Cost Estimate $204 000 (million)
Total Cost Estimate $230.549 million

Summary of Public Involvement
Four Citizens Informational Workshops have been held on the following dates July 19, 2007,
December 1, 1998, October 7, 1997, and January 10, 1996 Approximately 60 -250 individuals
attended to comment and voice their concerns on the corridors being considered for the
US 1 Bypass Two Public Hearings were held on June 24, 2002, and September 14, 1999 The
following is a summary of comments received
• Concerns about the impacts to individual properties, neighborhoods, safety and
community facilities
• Support for widening existing US 1 instead of a roadway on new location
• Interests in advanced right-of-way acquisitions at the US 74 Bus Interchange and a new
interchange at Wiregrass Road (SR 1640)/County Home Road (SR 1624)
Project Commitments
The commitments recommended for the proposed improvements are
1 Slopes in wetland areas will be constructed at a ratio of 2 1, where possible, to minimize
impacts
2 No borrow or waste areas or pits will be permitted in wetland areas under the jurisdiction
of the U S Army Corps of Engineers
3 Further archaeological investigations will be conducted at an ineligible site (31RH360) to
identify and relocate a cemetery within the proposed right of way and construction limits
These investigations relate solely to the cemetery status under NC General Statutes
4 NCDOT will continue to consider wildlife crossings at four locations near County Home
Road (SR 1624) NCDOT will work with NCWRC and USFWS
Bridging and Alignment Review (Concurrence Point 2A)
Concurrence Point 2A consists of the identification of potential impacts to jurisdictional areas
including streams, wetlands and other surface waters based on the preliminary design within the
LEDPA Concurrence Point 2A also includes a discussion of NCDOT hydraulic requirements
and potential bridging locations being proposed at mayor stream crossings and wetland areas
Based on a preliminary hydraulic study and a recent review of stream crossings, nine stream
crossings require structures that are greater than 60 inches wide All other crossings can be
contained in smaller pipes or culverts The proposed structure locations are shown on Figures 1
and IA - I G
Impacts to the streams, wetlands, and ponds are displayed in Tables la, lb, 2a, 2b, and 3 Based
on the preliminary design of the project, an impact analysis was conducted to determine the
amount of each jurisdictional area or resource that would be impacted by construction of the
project These areas have been surveyed and mapped using GPS and are shown in Figures IA -
1G These figures are large-scale aerial maps that depict the locations of wetlands, streams and
ponds along with the proposed roadway alignment within the LEDPA corridor The impact area
6

is defined as the slope stakes plus a 25-foot clearing area The overall impacts are summarized
as follows
C„ mnrv of -F-.vrhotinnal Tmnaotc to fitrPamc WPtlanrls_ anld Pnnrdc
" 'Jurisdictio'nal I "Total Amount e'- ° Amount t Amount ^,Percenvof "
Resource
u ° inACor'ridor
a
Y
r
J i Impacted,
R
;
t -Avoided in, .
? n. y r Resource
t ,.. ?
j
I, N
n
e
-0 a
?
v Corridor? ?",-Avoided
Streams (S1-S21) 22,840 3,627 19,213 901%
linear feet

Wetlands (W1-W52) 2473 39 1 2072 936%
acres

Ponds (Pond 1- Pond 10 362 2 6 336 834%
(acres)
Avoidance and Minimization (Concurrence Point 4A)
The purpose of Concurrence Point 4A is to review the preliminary design for the LEDPA and
discuss issues such as minor alignment shifts, horizontal and vertical alignment, slopes and
construction techniques Avoidance and minimization has been incorporated into the preliminary
design of the project through careful placement of the right of way within the corridor limits using
such factors as design criteria adherence, avoidance of community features and facilities, avoidance
and minimization of impacts to natural resources, and avoidance and minimization of impacts on
cultural resources
Archaeological Resources
Of 55 archaeological sites identified in the December 2001 Archaeological Survey Report, four
National Register eligible sites (31RH376, 401, 403, and 408) are in the vicinity of the preferred
alternative After further investigation, it was determined that none of the eligible components of
these sites are within the area of potential effect for the project The Historic Preservation Office
concurs with a finding of no impact determination regarding archaeological resources
Further archaeological investigations will be conducted at an ineligible site (31RH360) to
identify and relocate a cemetery within the proposed right of way and construction limits These
investigations relate solely to the cemetery status under NC General Statutes
Threatened and Endangered Species
Table 4 describes the federally protected species findings within the project area
7
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ENVIRONMENTAL General Jurisdictional Areas Project: ET06021.00
SERVICES, MC
644 S. Now "ap+ RWC Proposed US 1 Rockingham Bypass Date: Aug 2008
a'„'°", "'"" G-""' 47610
( Richmond County, North Carolina Drwn/Chkd: EW/PP
D1D) 214-17eo
(D1B)414-1707 FAX T.I.P. No. R-2501 Figure: 1G
u,z,e. snNadr,»ntNSNMesa?C. oam
T LP No R-2501
US 1
Rbchmond County, North Carohna
0
yr
?EMOr l4ANS
Concurrence Pt. 2A/ 4A Meeting
September 18, 2008
US 1 Improvements
Sandhill Road (SR 1971) to
Marston Road (SR 1001)
Mew Overview
¦ Project Description, History, & Milestones
¦ Planned US 1 Improvements
¦ Current Issues & Next Steps in the Piocess
¦ Major Stream Crossings & Impacts
Protect Corridor M
41-1

S-

?+, i_

? - / / ` ` PrArrrrd Corridor
[ TMR 5018
n?.o r " -
? nrR soic

USI
r
? A
Q Snucm. Nv.ber
Project Descrcptzon
¦ Four-lane freeway on new location from Sandhill
Road (SR 1971) Fox Road (SR 1606) bypassing
Rockingham/ Hamlet
¦ Four-lane widening for 15 miles north of Fox Road
(SR 1606)
¦ Five-lane widening to Marston Road (SR 1001)
¦ Approximately 19 miles
1
Project Hzstor
¦ 1972 -US 1 improvements identified in Richmond
County thoroughfare plan
¦ 1994 - Planning, engineering & environmental stuches
begin for R-2501
¦ 1997 -US 1 is designated a Priority Completion
Corridor - R-2501 is to be upgraded to a freeway
¦ 1996- 1998 -3 Citizens Informational Workshops were
held
Project Hzstor
¦ 1999 - Draft Environmental Impact Statement (DEIS)
evaluates Alternatives 7, 14, 21 and 24
¦ 1999 - Corridor Public Hearing held
¦ 2001 - Supplemental DEIS approved extending the
project to Marston Road
¦ 2002 - Informal Public Hearing held for the extension
to Marston Road
PLo?ect History
¦ 2003-2005 - Environmental surveys, designs, and
interagency meetings continue for the preferred
alternative
¦ 2006 - Final EIS is underway
¦ 2007 -Citizens Informational Workshop was held
¦ 2007 - Reevaluation of SDEIS is completed
¦ 2008 - Interchange is proposed at Wiregrass Rd/
County Home Rd
Mzlestonesl Interagency Coordination
¦ Concurrence Point 1 - Purpose and Need (10/1997-
11/1998)
¦ Draft EIS Approved - (6/1999)
¦ Concurrence Point 2 - Detailed Study Alternatives
(2/2001)
¦ Concurrence Point 3 - Least Environmentally
Damaging Piacticable Alternative (2/2001)
2
Milestonesl Interagenr
¦ Supplemental Draft EIS AI
¦ Merger Team Field Meetn
Avoidance, & Aliniinization ("
¦ Wildlife Crossings Meetmg
crossing locations (1/2005)
.:y Coordination
,proved - (4/2001)
i_g -Bridging Decisions,
11/2004)
- Identified 4 potential
Purpose & Need
¦ Reduce overall travel time
¦ Alleviate congestion in downtown Rockingham
¦ Divert through traffic and truck traffic from
local streets
¦ Provide a safer, more efficient highway
Alternatives Considered
¦ Of 27 preliminary corridors, 4 build alterna tives
were studied in detail in the Draft EIS
w
v ?' :,1 9t ROCK,INGHAM e

Alternatives Considered

t

{f

3
7
Alternatives Considered
¦ NC 177 Alternatives and the US 1 Extension
were studied in the Supplemental Draft EIS
f?? ? ? ? POCK'INOHAM ?i
f ?qf' `HAMLET T
Alternatives Eliminated
¦ Alternatives 14 and 24 were eliminated due to
greater impacts to the natural environment
¦ Alternative 7 was eliminated due to larger
number of relocations to residences and
businesses
¦ NC 177 Alternatives did not satisfy the purpose
and need of the project
Preferred Alternative
¦ Alternative 21 is selected as the Preferred -
Least Environmentally Damaging Alternative
¦ US 1 Extension is proposed and joins with the
Planned US 1 widening with Project R-2502
4
1
Preferred Alternative
Design Elements
¦ Four-lane freeway - 70 mph design speed, controlled
access, 70 foot median, estimated 330 foot minimum
light of way
¦ Four-lane widening - 60 mph design speed,
uncontrolled access, 23 foot median, estimated right of
way varies from 100 to 200 feet
¦ Five-lane widening - 60 mph design speed (with
shoulders), 50 mph design speed (with curb and gutter),
uncontrolled access, continuous center turn lane,
estimated right of way varies from 100 to 200 feet
Preferred Alternative
Design Elements
¦ Interchanges - US 74 Bypass, Airport Rd,
US 74, and Wiregrass Rd/ County Home Rd
¦ Grade separations (overpasses/ underpasses) -
Sandhtll Rd, Hamer Mill Rd, and Hylan Ave
¦ Intersections - US 1 south, US 1 north,
Fox Rd, Cognac Rd, NC 177, Beaverdam
Church Rd, Marston Rd
5
` Wire `Vass-Rd / C A d`me Rd "
y ' 7 - ?' ?? ` I terc ?J

o f .n..

Preferred Alternative
Prebminaa Impacts
¦ 95 relocations - (75 residences, 17 businesses, 2 non-
profits, and 1 farm)
¦ 3,627 feet of streams (Avoids 90% of streams in
corridor)
¦ 39 1 acres of wetlands (Avoids 93% of wetlands in
corridor)
¦ 2 6 acres of ponds (Avoids 83% of ponds in corridor)
¦ No historic properties, parks, or hazardous materials
sites
Current Issues and Next Stets
¦ Update traffic and noise studies
¦ Complete natural resources technical report &
review verification of jurisdictional areas
¦ Concurrence Points 2A & 4A
¦ Approval of the Final EIS/ ROD
¦ Concurrence Points 4B & 4C - Hydraulic
Design Reviews (Prior to permit application)
6
Project Schedule
¦ Fall 2008 - Complete Environmental, Traffic
and Design Studies
¦ Spring 2009 - Final EIS
¦ 2011- Begin Right of Way Acquisition
¦ 2013 - Begin Construction
Mayor Stream/ Wetland Crossings

,'

1^? P, fc eJ (o rWOr
0 TIPR 15018
IP ?..R VwI
US 1 TIPR 501C
QI sw 2nw,nu
Struc ur` 9 -? it, etts Creek S3 t 31'W9,
J
,JAI
W7
W10
W3
7
i
P 4 I
Structure 1- Aggg tt? Creek}S3, W3. W9
Stream Im act = 429' culvert 0' rid e - - -
Wedand Impact = 0 82 ac (c)Iveit,? ? 75ac (bridge)
ropose u vent = 3n 10 x8'x30' RCBL7 48G
Alternative Bndge -180'x125' Bndge - $4.660 600_"
nd nres substan"l mtersecuon 'raLgnments)_I
I
- I
us vrl -_ --
_1.4L -InRI: Prr I I In N -- -'ITEI I ?Y h0 ASSOCI?'..
_ IMFP YEIn[tll ?IC l 1 >i F }v, ? I 0 tt .. ()niE ? `'
f
Structure 2 - B etts Creek [Y/> ~

Weiland Impact = Nc'(biite 2)
IZetam Exisgng Culvert -2?10'x6'RCBC \\
N B tematzc e -- --
_

---- -- -- - - - -
I
140 -- - I --- I - -- ? - - -

r?TOUa,lucx. a SITE 2 , Ll Cl Assoc 4l ES w
rrA 6,c eawc -ccw.a..l ?
StrI+uclute 3-I to Sneed Cre W1? P1?'
v /, -,
xac ? y
ZUX
-aw
arse t - a - -
aeY J t 1 ? c-?, ,? ,?
__ S4 9'? sslt?j t "?
\CJ` Crj 0 j /v r /
? ( h ?lI++
;i !Structure 3 - U7 io S eeds_"Creek W11 P1
Weiland Impact = 0 76 ac1(c1lvert & 6ndde)
Pond Impact = 2 0 ac (culvert & bnd?e) a - ,
Pmposed Culvert=31102' RCBC-'SI,lIS,65D -
Alternative Bridge -160'x38' hr.]Bndge, 496.700
. t5V \. I; .. - I rT ' I ? I I
i I I
nci?u¢,Iwui SITE 3 n+ s^aasol-n -s F
nOFiZ IIYRnYE kIITS T Fc<u .I' I 1 ?Z? r? ]xTE ?CTC C`R (W
TVFi
8
' Sttucture 4 - WaLM Bra.fch-W14?
\ P iPJ
Structure ? - Watery Branch WI4
cdan m ao- culvert 2 6 ac l d
e T
Proposed Calvert-ZoJ9'x7'x240'RC $717,900 -` =~
Alfernahye Bndge -.1DIL's3g'D1taCBndges.=_$1004.700 -
I
oGtc i `L vn% ~ I SIT
E4
m-s BY i.08A55iC14TE? I<
9
\ \ G, _ 1, ? i / i%( _ P5
F, \ `fir 7 - " dlom©ns'C'reek S10-921
%v ` e
1Y -

\' 7
?`,??? ? /I \ ~511 •' _
'

Strum r - _? Salomons Creek S10' W21,
Sir T Im act =1233' culvert
Hand aZ - 8 03 ac culvert - ,
Pro ?" ??Culve Tx6'z1340' RC?C
No Br d e.AJt in 1nve _ \?
could r u Frd - a °° _? ° -$i
.,ca_t oai ? a„ ? i?c.n?i oITE 5 sr G„na?o^ia*E`x1
I n3 wvao.E nn,r? o`u?i,HUn ?I^n ?a?z. cra ?, y ? Dart r_t ?n
6- Solomon Creek SlOT'W20A

OA,
?- \ t
S10A ` x-

"a
A, r
a
\
\ t\?' q e ?^
//{[J L
?
!
?
A 113n? \
l^'
i
Mrd(r 1 \r 9 \ J

-- D5r>T reek S1U WZ0 ""
Stream mpact =v^ --- _ ????'-{_ _ - -
Wctland Impact = D 87 ac "
Proposed Culvert -Xa 99'x5'x50'RCBCExterision
?prpesr.8206 10?" ? ? - ?
Alternative Badge -130;x105' & 130'x38'Badee - $2,526,7751
fbadee is not reasonab a Ince extending a culvert/prpesl
? _ _-
.,cace ai,.e r S'f8 6 ^ l av , nrn
s^au?. vcr?FUr ?, Pr ?M SN ,ter I .err. a ncx j
10
Structure 6- Solomons Creek S10A° W20A

STREAMS10A
Charactenstics Wedand/Floodplam
Present
Part of Channel Brarded
Stream Index Number 13-40
Best Usage ClassrFiication C
Perennial/Intermittent Perennial
Approx Width 6-10 ft
NCDWO Rating 30
LFImpacted w/m SS 60 ft
Mechanized Clearing Impacts (LU ft) 30 ft
Total LFImpacted (SSt29) 90 ft
Structure 6 - Solomon Creek S10A, W20A

WETLAND 20A
Community Tvne Streamhead Pocosin
Sub-Basin 03-07-16
Cowardm Classification PFO
Isolated/Contiguous Contiguous
Rivenne/Non-Rivenne Rlvenne
NCDWO Rating 50
Acreage Impacted w/in SS d'0 64 ac
Mechanized Cleanng Impacts aZS ) f0 23 ac
Total LFImMcted(SS±l W 087ac
Structure ' outh '
?` ? I!Q ! y 2^la ? ? K
26. --
11
3trucf G 7- Sac}th I?r n FalJm'? Creek W26
= 818 c 3 brr es_ Oac 1 bod
Fo osed - 3 Bnd es - 5 $g' Du 1 rrd es wetlands ,
22 'x 8'Dual\Brldees /railroad)
i- -
335'x38'IDual ?rldges a Ls 74) - $12,292,800
Alterna 1 BrrdPe - 60 +IG Dual Brrdges = .522 889500-'
I
v \\ -----_- ._
SITE t nit ..>s<? L
9 HOFIC LLFf•J[ I./i0??'11Plie . , ? 6F,CCc Gt-L" i
W 37 r
Structure 8 - FalLrlg Cheek W37
?I
s ! i
w JY?
Structure 8 -Falling Creek W37
Wetland Impact= 423ac (culvert Lx 3 96ac (bndge
Proposed Cul - OW x220_B C-$74.5 400---?-I -
Alternatrv Brrd e -120;x38' Dual Bad es - 1120 200 r
I ,r,
..u? n, ,iiM uc ?cm I SITE 8 s? no ..acec,..rts -
?C HJR4' IN.T3^hi f,f''t?t CfV c ?, r -TI JL'Ctii4 br
t ? ?- 5,.4^HiI F'Tf i0 H'Ytle Tl?IVr uUnf?1
12

3truCturie-9 - Ch6ck Creek 20 P9 W49 W50
! w
W49 ' ,P9ii`r
Stn cture9-'ChockCieckS20,'P9, W49, W50
Stre-Impact -d ' culve'edge) -
Wedand Impact = 0 84ac£ (c6 vert) '0 64ac (bndge)
Ponda Pact=005ac _
Proposed Culvert 9 x9'x85 RCBCExtension- 528.0501
AI at:ve Bnd -100 Alto] Bn ea - $942.900 x
Pao ?--- -?- - - --
ONl E.. 51°t C BY KO&I`SJI tc•"'
5O CC
iiIFPCVEI(I'i' Ai ! y Ord- G i l <
Avoidance & Mzn=Zgtzon
¦ Avoids 11 of 21 streams in the corridor (90% of stream
length)
¦ Avoids 35 of the 52 wetlands (93% of wetland areas)
¦ Avoids 7 of 10 ponds (83% of pond areas)
¦ Structure 1- Osborne Road/ Baeeetts Creek - S3. W3. W9
Alignment reduces wetland impacts by crossing stream S3
between two large wetlands W3 and W9
¦ Structure 3 - UT to Speeds Creek - W11 PI
Alignment avoids stream S6 and crosses a narrower portion of
Wil
13
Avoidance ems' Mznz Zghon
¦ US 74 Bypass Interchange - W18, W19, W21, P2, P3, and P4
¦ Initial full clover interchange impacted 25 2 acres of wetlands
and 3 5 acres of ponds
¦ Alignment was shifted southward and the interchange
footprint was compressed using directional ramps
¦ Impacts were reduced to 15 4 acres of wetlands and 0 5 acre
of ponds
¦ Structure 7 - South Prong Falling Creek (US 74) - W26
¦ Alignment between residential neighborhoods
¦ Crosses the smallest portion of wetland W24
¦ Bridge is proposed ox er South Prong Falling Creek instead of
a large box cul-,ert as initially planned
Avoidance dam' MznzmzZgtzon
¦ Structure 8 -Falling Creek - W27
¦ Alignment is along the south side of the corridor to avoid
pond P7 and wetlands W32 and W33
¦ Alignment crosses a narrower portion of W27
¦ Structure 9 -Chock Creek - S20 P9 W49 W50
¦ Widens to the north side away from P9 and W49
¦ W49 is the lughest quality wetland along the US 1 widening
portion
¦ Culvert extensions are planned
¦ Shifting the alignment further north results in greater impacts
to W50
14