20071774 All Versions_Complete File_20040317

Subject:
Team Members:
Minutes from Interagency 4C Hydraulic Design Review Meeting
on March 17, 2004 for R-2320G in Stanly County
Steve Lund - USACE
Cynthia Van Der Wiele - NCDWQ
Marla Chambers - NCWRC
Marella Buncick - USFWS
Chris Militscher - EPA
Michael Turchy - PDEA
Linwood Stone-PDEA
Bryan Kluchar-PDEA
Site One
Marshall-overview of drawing
Site Two
Marshall-overview of drawing
(present)
(present)
(present)
(present)
(absent)
(present)
(present)
(present)
Participants:
Marshall Clawson, NCDOT Hydraulics
Dan Duffield, NCDOT Hydraulics
Albert Outlaw, NCDOT Structures Design Unit
Betsy Cox, NCDOT Structures Design Unit.
Steve-Need to label the streams, either with the name or if no name a trib to another
stream. Need to label the site numbers. Need to show stream impacts at the inlet and
outlet of culvert.
Response: All Permit drawings will be corrected as indicated
Marshall- The impacts on the summary sheet for the stream impacts are flipped and will
be corrected. Site 2 needs to say 490 ft of stream impacts and Site 3 needs to say 92 ft of
stream impacts.
Response: Summary Sheet will be corrected as indicated.
Site Three
Marshall - overview of drawing
Meeting adjourned
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STANL Y COUNTY
' PROJECT SITE
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WETLANDS/ 401 CS
MA 9
3 2004
WATER QUALITY SECTt
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SIC 731;

WETLAND N CDOT
& DIVISION OF HIGHWAYS
SURFACE WATERS STANLY COUNTY
PROJECT: 34422.1.1 (R-2320G)
US 52 EXT.- ALBEMARLE
VICINITY FROM US 52, NC 73, NC 24-27 & NC 138
TO SR 1785
MAP
SHEET 1 OF 10
NORTH CAROLINA
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NCDC'T
DIVISION OF HIGHWAYS
SITE MP STANLY COUNTY
PROJECT-U42 21A (R-2n0Q)
US 52 EXT.- ALBEMARLE
FROM US 52. NC 73, NC 24.27 & NC 138
TO SR 1785
SHEET 2 OF 10 / /
PROPERTY OWNER
NAME AND ADDRESS
OWNER'S NAME ADDRESS
12. JAMES CONRAD TRULL, ET AL 37156 SOUTHSIDE ROAD
ALBEMARLE, NC 28001

14. LORENA H.LOWDER 3 RUTHERGLEN LANE
GREENSBORO,NC 27455

16. JOHN FRANK RUMMAGE & WF.
GLADYS V. RUMMAGE 24156 NC-138 HIGHWAY
ALBEMARLE, NC 28001

NCDOT
DIVISION OF HIGHWAYS
STANLY COUNTY
PROJECT: 34422.1.1 (R-2320G)
US 52 EXT.- ALBEMARLE
FROM US 52, NC 73, NC 24-27 & NC 138
TO SR 1785
SHEET 10 OF 10 / /

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September 20, 2002
Subject: Draft Minutes Interagency (4A) Meeting (Avoidance and Minimzation) on
September 20, 2002 for R-2320G Stanly County
Team Members:
Steve Lund - USACOE (Present)
Cynthia Van Der Wiele - NCDWQ (Present)
Marla Chambers - NCWRC (Present)
Marella Buncick - USFWS (Absent)
Christopher Militscher - USEPA-Raleigh (Present)
Participants:
David Chang - NCDOT Hydraulics Unit
Linwood Stone - NCDOT PD&EA
Bryan Kluchar - NCDOT PD&EA
Matt Haney - NCDOT PD&EA
Ray Lovinggood - Transystem Corp
Marshall Clawson - NCDOT Hydraulics Unit
Ted Bitterfield - USEPA
Dan Duffield - NCDOT Hydraulics Unit
The meeting began with Marshall Clawson giving a brief description of the project. The
project consists of the Extension of US 52 from US 52, NC 73, NC 24-27 & NC 138 to US
52 and SR 1785 (Johns Road) in Stanly County.
Matt: Noted that there were no wetlands on this project.
Steve and Marla: Had concerns as to if the stream width and depth at rock creek were going
to continued through the box culvert.
Ray and Marshall: Noted that stills will be added to accommodate the existing width and
depth of the stream through the box culvert.
Marla: Had concerns about the box being the same width as the stream.
Cynthia: Had issues about Heat Cutting.
Steve: Wanted to know if pipe just downstream of culvert was going to be removed
Ray and Marshall: Probably
Marla and Steve: Wanted to know about pipes being buried 20%
Cynthia: Told Ray he needs to check the DWQ web site for guidance and to see if any of
these stream are on the Impaired waters list.
Hydraulic Design & Permit Drawings Review Meeting
NCDOT Location and Survey Conference Room
TIP No. R- 2 3 Z o Date: 9/ 9 a Z
NAME AGENCY PHONE
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
November 5, 2001
MEMORANDUM TO: Bryan Kluchar
LYNDO TIPPETT
SECRETARY
Project Development Engineer
FROM: Karen M. Lynch t-U-1
Environmental Specialist
SUBJECT: Jurisdictional Waters Determination and Update for Impacts to
Community Types. Federal Aid Project No. NHF-52(10), State
Project No. 8.1680401. TIP Project No. R-2320G, Stanly
County
REFERENCE: Natural Resources Technical Report, dated April 1999
A field meeting was held on October 31, 2001, to review impacts associated with the
widening and relocation of US Highway 52 along Alternate 5. Jurisdictional
determinations for streams were verified in the field with the U.S. Army Corps of
Engineers (Steve Lund), Division of Water Quality (Pete Colwell) and NC Wildlife
Resources Commission (Mary Ellen Haggard). There are no wetlands present on
Alternate 5. In addition, this memo serves to update the Natural Resources Technical
Report (NRTR) for Alternate 5 with more precise aerial calculations for community types
and waters impacted.
All project waters are located within the Yadkin-Pee Dee River Basin. Three sites
within the Alternate 5 alignment were found to contain jurisdictional waters. Rock Creek
and Ut-2 (unnamed tributary to Rock Creek) are located within subbasin 03-07-13. Rock
Creek joins Poplin Branch (outside of the project area), which becomes Little Long Creek
and later joins Long Creek. An unnamed tributary to Jacobs Creek (Ut-8) is located in
subbasin 03-07-08, which eventually joins Jacobs Creek (outside of the project area)
before flowing into Lake Tillery.
Rock Creek and Ut-2 were determined to be perennial, jurisdictional streams. During
the site visit, these streams were fairly dry with puddles of water occurring in Rock
Creek. Project streams occur in the slate belt region where streams are characterized by
having very little groundwater recharge during dry periods. Often during dry conditions,
streams characterized as `perennial' may cease to flow as observed with these streams.
Ut-8 was determined to be an intermittent, jurisdictional stream.
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
During the field visit it was recommended that consideration be given to relocating
Service Road 2 to adjoin Service Road 3. As currently proposed, Service Road 2 impacts
Rock Creek but does not impact Ut-2. If practicable, moving Service Road 2 to join
Service Road 3 would eliminate impacts to Rock Creek but would impact Ut-2, a smaller
stream. The difference in linear length of stream impacts are negligible based on service
road location, although if Service road 2 were relocated, it would eliminate impacts to a
larger stream system, which would be preferable environmentally. Table 1 illustrates
projected impacts (with current design and with relocation of Service Road 2) and
jurisdictional status of surface waters.
Table 1. Anticipated Impacts to Surface Waters and Jurisdictional Status for Alternate 5
Surface water Estimated Estimated Intermittent or Jurisdictional status Potential
Impacts Impacts Perennial Mitigation
(current (relocate (ratio)
design service road needed
plans) 2)
UT-2 (stream) 236 feet 308 feet perennial Jurisdictional 2:1*
pond 0.2 acres 0.2 acres Not Jurisdictional none
Rock Creek 328 feet 256 feet perennial Jurisdictional 2:1*
UT-8 intermittent Jurisdictional none
Total 564 feet 564 feet 1,128 feet
Jurisdictional
Stream Length
* If stream mitigation were conducted onsite, a replacement ratio of 1:1 would be
acceptable, or if buffer plantings were initiated in a high quality watershed such as nearby
Island Creek, Stony Run or Big Bear Creek area (subbasin 03-07-13), buffer plantings to
stream restoration impacts are proposed at a ratio of 1:1 as a means of flexible stream
mitigation.
Calculations for community types have changed slightly because more precise
alignments have recently been supplied. In addition, service roads have been added and
some forested parcels have been clear-cut. Table 2 lists approximate impacts to
community types within Alternate 5.
Table 2. Anticipated Impacts to Biotic Communities in acres (hectares)
Community Type Alternate 5
Maintained/disturbed (residential, pasture, road shoulder) 60.8 (24.6)
Oak/Hickory Forest 15.6 (6.3)
Mixed Hardwood Forest 8.5 (3.4)
Pond 0.2 (0.1)
Totals 85.1 (34.4)

cc: Mr. Steve Lund, USACE, Asheville Office
Mr. Pete Colwell, NCDENR, DWQ Mooresville Regional Office
Ms. Mary Ellen Haggard, NC Wildlife Resources Commission
Ms. Cynthia Van der Wiele, NCDENR, DWQ Wetlands Unit
Ms. Marella Buncick, USFWS, Asheville Office
Mr. Larry Thompson, NCDOT, Division 10 Environmental Officer
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 24, 1998
MEMORANDUM
TO: Melba McGee, DEHNR SEPA Coordinator
FROM: Mary Kiesau, DWQ SEPA Coordinator
RE: Comments on DOT Scoping, DENR# 98-E-0598, DWQ# 12016
US 52 Extension, from Existing US 52 to the NC 73, NC 24%27, NC 138
Intersection.
Stanly County
The Division of Water Quality (DWQ) requests that the following topics be
discussed in the EA document:
A. Identify the streams potentially impacted by the project. The current stream
classifications and use support ratings for these streams should be included. This
information is available from DWQ through the following contacts:
Liz Kovasckitz - Classifications - 919-733-5083, ext. 572
Carol Metz - Use Support Ratings - 919-733-5083, ext. 562
B. Identify the linear feet of stream channelization/relocations. If the original stream
banks were vegetated, it is requested that the channelized/relocated stream banks be
revegetated
C. Identify the number and locations of all proposed stream crossings.
D. Will permanent spill catch basins be utilized? DWQ requests that these catch basins
be placed at all water supply stream crossings. Identify the responsible party for
maintenance.
E. Identify the stormwater controls (permanent and temporary) that will be used.
F. Please ensure that sediment and erosion control measures are not placed in
wetlands.
G . Wetland Impacts
i) Identify the federal manual used for identifying and delineating jurisdictional
wetlands.
n) Have wetlands been avoided as much as possible?
iii) Have wetland impacts been minimized?
iv) Mitigation measures to compensate for habitat losses.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
At
98-0598 Scoping
April 24, 1998
v) Wetland impacts by plant communities affected -
vi) Quality of wetlands impacted
vii) Total wetland impacts.
viii) List the 401 General Certification numbers requested from DWQ.
K. Borrow/waste areas should avoid wetlands to the maximum extent practicable.
Prior to the approval of any borrow/waste site in a wetland, the contractor shall
obtain a 401 Certification from DWQ.
L Please provide a conceptual wetland mitigation plan to help the environmental
review. The mitigation plan may state the following:
1. Compensatory mitigation will be considered only after wetland impacts have
been avoided and minimized to the maximum extent possible.
2. On-site, in-kind mitigation is the preferred method of mitigation. In-kind
mitigation within the same watershed is preferred over out-of-kind mitigation.
3. Mitigation should be in the following order: restoration, creation, enhancement,
and lastly preservation.
I . The EA should discuss in detail project alternatives that address the need or intent of
the road extension.
?C. The North Carolina Environmental Policy Act (SEPA) requires that the EA for this
project evaluate all direct, indirect and cumulative impacts on the environment. It is
the relationship between transportation projects and their impacts to changes in land
uses that the EA should focus its indirect impacts section. This section of the EA
should discuss the known relationship between road widening and inducements for
development along the project right-of-way. The EA must further address the long-
term environmental impacts of this road project, including the potential indirect
impacts of the induced development on all aspects of the environment. To address
this issue, the EA should answer the following questions -
i) What is the estimated traffic projections for the project corridor (and what
land use figures were used in this estimate)?
ii) Will this project provide additional traffic handling capacity and/or improved
traffic safety and control features to existing roads, such as turn lanes and
traffic signs and signals?
iii) Are any cross streets in the project area projected to see additional traffic
flows due to the proposed project? If so, how will land uses along these
secondary roads be influenced by the project?
iv) How does this project comply with local governments' land use and
metropolitan transportation plans?
v) Will this project provide new or improved access to vacant parcels of land in
the road right-of-way?
vi) Will these once less-developable parcels become more likely to develop into
urban uses with the provision of public road access, adequate road frontage
or traffic safety and control features from the project?
vii) Will this road extension serve as an inducement to additional urban
development in the project right-of-way, given the provision of additional
traffic handling capacities, and the existence (or likelihood of existence in
the future), of other essential public infrastructure improvements (e.g.
sewer, water and electricity) in the area? To what degree will this extension
encourage further urbanization of this corridor?
98-0598 Scoping
April 24, 1998
viii) If inducement for urban development is predicted as a result of the road
improvements, these impacts should be defined in the EA and should be
considered indirect impacts of the transportation project.
ix) What measures have DOT and the local governments in the project area
agreed to in order to effectively manage development potential along the
road right-of-way to reduce the potential indirect land use changes and
environmental impacts?
X) What environmental resources could be affected by the identified
development that will be allowed or encouraged by the road improvements?
What degree of impact to these resources will be anticipated? What impacts
may be significant in nature? Specific to the regulatory authority of DWQ,
the EA should discuss the types and severity of point and non-point source
water quality impacts anticipated from this additional development.
xi) What regulations are currently in place at the local government level that
would address these significant potential indirect environmental impacts?
xii) The EA should discuss these impacts (and others that are applicable to the
individual project), and quantify them when possible. In addition to
reporting on the types and significance of each direct and indirect impact of
the project, the EA should define how DOT (with their authorities and
resources) and affected local governments (with land use control in the
project area) are planning to avoid, reduce or mitigate these impacts to a
level of insignificance. The SEPA rules and statutes require that prior to
issuance of a FONSI, any identified significant environmental impacts in an
EA be avoided, minimized or mitigated to a level less than significant.
Therefore, the EA should document how the indirect effects of urban
growth are not going to significantly impact water quality and all other
environmental concerns resulting from this proposed project, or a FONSI
should not be issued.
L. The following discussion is meant to help explain the direct and indirect impacts
issue in terms of water quality. All of these issues, as applicable to the specifics of
the project, should be discussed in a DOT EA:
In evaluating the direct water quality effects of a transportation improvement
project, typical concerns involve wetland, aquatic habitat and stream impacts from
construction, the current quality of the waters and ecosystem of the streams and
rivers to be affected by construction activities, the potential effect of spills and run-
off from the road on water quality, how that might effect overall stream health and
the other users of that water, etc. An indirect impact of a transportation project
may include increases in development in the vicinity of the road extension, if the
project will be providing new or improved access to future growth areas that are
currently undeveloped. One typical impact of increased development might include
increasing amounts of urban stormwater in the project service area. Land-
disturbing activities associated with road construction and land development may
also result in increased stream sedimentation. And over the longer term,
development features such as increased impervious surface areas and stormwater
drainage systems will only exacerbate water quality problems. Predictable impacts
could include more rapid and erosive stream flow in the creek, loss of aquatic
habitat and more efficient delivery of pollutants (such as fertilizers, pesticides,
sediment and automobile byproducts) to the stream. These impacts could be of
special concern if the project is proposed in an area with state and federally
endangered species or if the waters are high quality or nutrient sensitive.

98-0598 Scoping
April 24, 1998
M. DWQ is also concerned about secondary wetland impacts. For DWQ to concur
with an alternative in the mountains or the piedmont, DOT will need to commit to _
full control of access to the wetland parcels or DOT to purchase these parcels for
wetland mitigation.
N. Please note that a 401 Water Quality Certification cannot be issued until the
conditions of NCAC 15A: 01C.0402 (Limitations on Actions During NCEPA
Process) are met. This regulation prevents DWQ from issuing the 401 Certification
until a FONSI or Record of Decision (ROD) (for and EIS) has been issued by the
Department requiring the document. It is recommended that if the 401 Certification
application is submitted for review prior to the sign off, the applicant states that the
401 should not be issued until the applicant informs DWQ that the FONSI or ROD
has been signed off by the Department.
Written concurrence of 401 Water Quality Certification may be required for this
project. Applications requesting coverage under our General Certification 14 or
General Permit 31 (with wetland impact) will require written concurrence. Please
be aware that 401 Certification may be denied if wetland or water impacts have not
been avoided and minimized to the maximum extent practicable.
Please have the applicant call Cyndi Bell at 919-733-1786 if they have any
questions on these comments.
mek:\980598; US 52 Scoping
cc: Cyndi Bell - DWQ- ESB, Ecological Assessment Group
MAY - 1998 ?'
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N. C. DEPARTMENT OF TRANSPORTATION
DATE
TRANSMITTAL SLIP
TO: - //
w,L
yr ZliawlVl REF. NO. OR ROOM, SLOG.
,
FROM: REF. NO. OR ROOM, BLDG.

ACTION
? NOTE AND FILE ? PER OUR CONVERSATION
? NOTE AND RETURN TO ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL
? NOTE AND SEE ME A13OUT THIS. ? FOR YOUR INFORMATION
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TARE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMMENTS:
RECEIVED "
0 4 1996
ENVIRONMENTAL SCIEN
CES

y?el
I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
SLA IrE. RECEIktT.,
s S
nr=.
EW'RC)NMFNTAL 6-19ve.?
November 26, 1996
MEMORANDUM TO: Scoping Meeting Participants
FROM: Eddie Keith
Project Planning Engineer
SUBJECT: US 52 Extension, from existing US 52 to the existing intersection
with NC 73, NC 24-27, and NC 138, Federal Aid Project No.
NHF-52(10), State Project No. 8.1680401, TIP No. R-23 )20G
A scoping meeting was held on November 7, 1996 for the subject project. The
following individuals attended the meeting:
Garey Edwards City of Albemarle
Jim Jensen City of Albemarle
James Coble City of Albemarle
Lindsey Dunevant City of Albemarle (Parks and Recreation)
Rob Allen Photogrammetry
David Cox NCWRC
Spencer Franklin Traffic Engineering (Signals and Geometrics)
Ricky Keith Structure Design
Jerry Snead Hydraulics
Kevin Bowen Traffic Engineering (Congestion Management)
Dewayne Sykes Roadway Design
Enrico Roque Roadway Design
Jesse W. Gilstrap Traffic Engineering (Traffic Control)
Ray McIntyre Program Development
Lanette Cook Program Development
Aldie Whitmore Division 10
Richard Davis Planning and Environmental
Linwood Stone Planning and Environmental
Eddie Keith Planning and Environmental
Tonja Y. Butts Planning and Environmental
?i
2
Trice Lambert Rail Division
Dan Hinton FHWA
Mojdeh Masihpour Location and Surveys
Mary Meletiou Office of Bicycle and Pedestrian Transportation
The scoping meeting began with a brief project overview. The project calls for
extending US 52 from existing US 52 to the existing intersection with NC 73, NC 24-27,
and NC 138 (Aquadale Road).
Several design issues were discussed at the meeting. The proposed cross section
for the project consists of a combination of five-lane curb and gutter and four-lane
median divided shoulder section. A five-lane curb and gutter section is proposed along
the existing section of NC 138 (Aquadale Road) from the intersection with NC 73 and
NC 24-27 to the new location section of the project. A four-lane median divided cross
section is proposed for the new location portion of the project. The Office of Bicycle and
Pedestrian Transportation submitted written correspondence after the meeting indicating
that there does not appear to be any special need for bicycle accommodations on this
project. Jim Jenson, from the City of Albemarle, indicated that the City may be
interested in sidewalks along the curb and gutter portion of the project. The city is aware
of the NCDOT Pedestrian Policy and will indicate their preference for sidewalks during
the project development. The amount of funding that NCDOT will provide for sidewalk
construction will not exceed two percent of the total construction cost.
Two alignment alternatives were discussed at the meeting, and it was decided that
both alternatives should be considered in the environmental assessment (EA) for the
proposed project. Alternative 1 would involve crossing a walking trail that extends one
mile from the entrance to Rock Creek Park to the southern limit of the park. Dan Hinton,
from the FHWA, indicated that the trail is considered a Section 4(f) resource, and any
impacts to the trail could be handled through a Programmatic Section 4(f) evaluation.
Alternative 2 crosses south of the walking trail and will not impact the trail. Lindsey
Dunevant, from the City of Albemarle, indicated that the city does not have any plans to
extend the trail any further to the south.
Both alternatives will cross the Winston Salem Southbound Railway on new
location. The railroad is owned by Norfolk Southern and CSX and carries two trains per
day at a speed of 30 miles per hour (mph). Trice Lambert, from the Rail Division
indicated that Norfolk Southern and CSX may consider an at grade crossing but they
would likely prefer a grade separation at the crossing. The exposure index for the
crossing, which will be calculated when traffic volumes are received for the project, and
the topography in the area of the crossing (Roadway Design will coordinate with the
Photogrammetry Unit to obtain topographic mapping for the project area) will be
considered before a decision is made about providing a grade separation at the crossing.
Debbie Bevin, from the State Historic Preservation Office (SHPO), commented
on the cultural resources in the project area after the scoping meeting. Ms. Bevin
indicated that there are no properties in the project area that are listed on or eligible for
the National Register of Historic Places, according to a comprehensive survey for Stanly
County completed in 1989. She stated that no surveys for historic structures are
recommended for the project. After meeting, an archaeologist with the SHPO
commented that no surveys are necessary for archaeological resources.
David Cox, from the Wildlife Resources Commission, commented on the crossing
of Rock Creek. He indicated that Rock Creek does not flow into a water supply, but Best
Management Practices (BMP's) for sedimentation and erosion control should be
implemented during project construction.
Jerry Snead, from the Hydraulics Unit, commented on the drainage structures
necessary along the project. Mr. Snead indicated that the project will cross Rock Creek at
two locations in the vicinity of the Winston Salem Southbound Railway. He indicated
that a two-barrel culvert should be used at the crossing on the west side of the railroad
and a single barrel culvert should be used at the crossing on the east side of the railroad.
The last item discussed at the project scoping meeting was the project schedule.
The project is currently scheduled for right of way acquisition in fiscal year 2000 and
construction in fiscal year 2001. Dewayne Sykes, from Roadway Design, indicated that
he would need mapping from the Photogrammetry Unit before functional designs and
cost estimates could be prepared. After the meeting, Mr. Sykes confirmed that
Photogrammetry does have mapping of the project area. He indicated that Roadway
Design will provide functional designs and cost estimates by June or July 1997. The
completion date for the environmental assessment (EA) for the project (currently
scheduled for completion in November 1997) will need to be moved to a later date to
compensate for this delay in receiving functional designs and cost estimates. It was
decided that right of way cost estimates and relocation assistance report will be requested
by the Planning and Environmental Branch when functional designs are received from
Roadway Design.
N. C. DEPARTMENT OF TRANSPORTATION

TRANSMITTAL SLIP DATE
TO:: REF. NO. OR ROOM, BLDG.
G
I
FROM:
REF. NO. OR ROOM, BLDG.
ACTION
': ? NOTE AND FILE. ?'PER.OUR CONVERSATION -
. ? NOTE AND RETURN TO. ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS. ? FOR YOUR APPROVAL
? NOTE AND SEE ME ABOUT THIS. - ? FOR YOUR INFORMATION
? PLEASE -ANSWER ? FOR YOUR COMMENTS
?PREPAREREPLY FOR MY SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION - ?-INVESTIGATE AND REPORT
COMMENTS:
U

RECEi',VEC;
QC 6 2 S 1996
ENVIRONMENTAL
STATE OF NORTH CAROLINA
DEPARTMENT OF TPANSPORTATION
JAmEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETC JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
October 21, 1996
MEMORANDUM TO: Mr. Eric Galamb
DEM - DEHNR - Water Quality Section
FROM: H. Franklin Vick, P. E., Manager
Planning and Environmental Bran
SUBJECT: Review of Scoping Sheets for extension of US 52 from existing
US 52 to the existing intersection with NC 73 and NC 24-27,
Albemarle, Stanly County, Federal Aid Project No, STP-52(10),
State Project No. 8.168040 1, TIP No. R-2320G
Attached for your review and comments are the scoping sheets for the subject project (See
attached map for project location). The purpose of these sheets and the related review procedure
is to have an early "meeting of the minds" as to the scope of work that should be performed and
thereby enable us to better implement the project. A scoping meeting for this project is scheduled
for November 7, 1996 at 10:00 A. M. in the Planning and Environmental Branch Conference
Room (Room 470). You may provide us with your comments at the meeting or mail them to us
prior to that date.
Thank you for your assistance in this part of our planning process. If there are any
questions about the meeting or the scoping sheets, please call Eddie Keith, Project Planning
Engineer, at 733-7844, Ext. 214.
EK/plr
Attachment
9
41.
PROJECT SCOPING SHEET
Date October 21, 1996
Revision Date
Project Development Stage:
Programming
Planning X
Design
TIP #
Project #
F.A. Project #
Division
County
Route
R-2320G
8.1680401
NHF-52(10)
10
Stanly
US 52
Functional Principal Arterial
Classification
Purpose of Project
The extension of US 52 is needed to adeauatelv serve the current and future traffic
volumes in the project area.
Description of project (including specific limits) and major elements of work
The proposed project consists of extending US 52 as a multi-lane facility from existing
US 52 to the intersection with NC_ 73 and NC 24-27-a length of 2.9 kilometers (1.8
miles).
Type of environmental document to be prepared Environmental Assessment (EA
Type of Funding Federal
Will there be special funding participation by municipality, developers, or
other? No
Existing Conditions:
Typical Section of Roadway
US 52 exists as a two-lane roadway with 3.6-meter (12-foot.) travel lanes at the
southern project limit and as a four-lane curb and gutter section with two 3.6-
meter (12-foot) travel lanes in each direction at the northern project limit.
Speed Limit

Page 2
Access Control Control of access does exist at the interchange with US 52 and
NC 73 and NC 24-27.
Stream Crossings 1
Design Data:
Traffic Volumes (vehicles per day): Not available at this time
Proposed Typical Section
The nronosed tvnical_section is anticipated to be _a four-lane section with curb and
gutter or shoulders.
Design Speed 80 km/h (50 mph)
Design Standards Applicable AASHTO
TIP Cost Estimate:
Right of Way .........$ 1,000,000
Construction ......... $ 9.000.000
Total Cost ........... $ 10,000,000
TIP Schedule:
Right of Way .........Begin FY 2000
Construction .........Begin FY 2001
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PROJECT SCOPING SHEET
Date October 21. 1996
Revision Date June 23, 1997
Project Development Stage:
Programming
Planning X
Design
TIP #
Project #
F.A. Project #
Division
County
Route
R-2320G
8.1680401
NHF-52(10)
10
Sternly
US 52
Functional Principal Arterial
Classification
Purpose of Project
The extension of US 52 is needed to adeauately serve the current and future traffic
volumes in the project area.
Description of project (including specific limits) and major elements of work
The proposed project consists of extending US 52 as a multi-lane facility from existing
US 52 to the intersection with NC 73 and NC 24-27-a length of 2.9 kilometers (1.8
miles).
Type of environmental document to be prepared Environmental Assessment (EA
Type of Funding Federal
Will there be special funding participation by municipality, developers, or
other? No
Existing Conditions:
Typical Section of Roadway
US 52 exists as a two-lane roadway with-3 .6-meter (12-foot) travel lanes at the
Speed Limit
60 km/h (35 mph) and 90 km/h (55 mph) at the southern project limit
70 km/h (45 mph) at the northern protect limit
Page 2
Access Control Control of access does exist at the interchange with US 52 and
NC 73 and NC 24-27.
Stream Crossings 1
Design Data:
Traffic Volumes (vehicles per day): see attached sheets
Proposed Typical Section
The proposed typical section is anticipated to be a four-lane section with curb and
gutter or shoulders.
Design Speed 80 km/h (50 mph)
Design Standards Applicable AASHTO _
TIP Cost Estimate:
Right of Way .........$ 1,000,000
Construction ......... $ 9,000.000
Total Cost ........... $ 10,000,000
TIP Schedule:
Right of Way .........Beggin FFY 2000
Construction .........Begin FFY 2001
L
NC 24-27
11300 -
10 © Pm 60
DHV (4,3) D
Fac Trucks
0000 = vpd
DHV Fac = Design Hourly Volume (%)=K30
K30 = 30th highest hourly volume as % of ADT
D = Directional Flow (%)
am/pm = am or pm Peak
Direction of D
(5,1) Dual Trucks and TTST's as %
1500 ) C4700
NC 24-27-73
. , 19300
I?
i 14300
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US 52
Estimated 1997 ADT Volumes
Q
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35600
US 52 Extension
m
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NC 138
Legend
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am/pm = am or pm Peak
-? Direction of D
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Drawing not to scale

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NORTH CAROLINA DEPART!NT OF
-H. TRANSPORTATION
DIVISION OF HIGHWAYS
PLANNING AND ENVIRONMENTAL BRANCH
US 52 EXTENSION
FROM EXISTING US 52
TO THE EXISTING IlVTERSEGnON
WITH NC 73 AND NC 24-27
ALBEMARLE, STANLY COUNTY
I-2320G
0 mile 1/.2 FIGURE 1
0 ki lometer .31
J
.,a STATE u
Ww
STATE OF NORTH CAROLINA
DEPARTMENT OF TP ANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
June 9, 1997
MEMORANDUM TO: Ms. Cyndi Bell
DEM - DEHNR - Water Quality Section
FROM: H. Franklin Vick, P. E., Manager •
Planning and Environmental Bran
SUBJECT: Scoping Meeting for extension of US 52 from existing US 52 to
the existing intersection with NC 73 and NC 24-27, Albemarle,
Stanly County, Federal Aid Project No, STP-52(10), State Project
No. 8.1680401, TIP No. R-2320G
Attached for your review are the scoping sheets for the subject project (See attached map
for project location). The purpose of these sheets and the related review procedure is to have a
"meeting of the minds" as to the scope of work that should be performed and thereby enable us to
better implement the project. A scoping meeting for this project is scheduled for Tuesday;
June 24, 1997 at 9:00 A. M. in the Planning and Environmental Branch Conference Room
(Room 470). You may provide us with your comments at the meeting or mail them to us prior to
that date.
Thank you for your assistance in this part of our planning process. If there are any
questions about the meeting, please call Stacy Baldwin, Project Planning Engineer, at 733-7844,
Ext. 264.
SB/plr
Attachment
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4*
mt.-nv*
R-2320G Scoping Meeting 11-7-96
Proposed Extension of US 52
from existing US 52 to the existing intersection with NC 73 and NC 24-27
Albemarle, Stanly County
State Project No. 8.1680401
Federal Aid Project No. NHF-52(10)
Project Description:
Extend US 52 as a multi-lane facility on new location
Project Length: 2.9 kilometers (1.8 miles)
TIP Cost:
Right of Way $1,000,000
Construction $9.000.000
$10,000,000
Project Schedule:
Approve the Environmental Assessment November 1, 1997
Public Hearing January 1998
Approve FONSI August 1, 1998
Right of Way FY 2000
Construction
FY 2001
Major Design Elements:
1. Possible cross sections:
Four-lane curb and gutter in the area near the NC 73 and NC 24-27 and four-lane
shoulder section throughout the remainder of the project
2. Right of wad
The right of way necessary for the curb and gutter section will be approximately 100 feet
The right of way for the shoulder section will be between 100 and 200 feet. The median
width for this section will be a large factor in determining the amount of right of way that
will be required
3. Sidewalks:
Is the City interested in sidewalks. If they are interested, will they agree to the cost share
as outlined in the NCDOT Pedestrian Policy. Are sidewalks justified along the project?
4. Railroad Crossing:
The project will cross the Winston Salem Southbound Railway on new location. Should
this crossing be at grade or grade separated. Traffic volumes and the number of trains
that use the track on a daily basis have not been received yet.
5. Rock Creek:
How should the crossing of this intermittent stream be accommodated. This stream is
located near the railroad. The provisions for this crossing may be influenced by whether
or not the railroad is crossed at grade
6. Rock Creek Park and Walking Trail:
Is the land that the City recently annexed to the south of the park considered to be part of
the park. Does the City own the annexed land that the walking trail is located on. If we
do have to cross the walking trail, how should this crossing be accommodated? Will this
be considered a programmatic 4f?

I3-l-7 31-1-3 tyA?'iAae ie, e-
C ) for) l? 6 is-nc.,Z

Irt/ S- V > L -, 4-fl Tac o Gs NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
DIVISION OF HIGHWAYS
J-P. PLANNING AND ENVIRONMENTAL BRANCH
US 52 EXTENSION
FROM EXISTING US 52
TO THE EXISTING INTERSECTION
WITH NC 73 AND NC 24-27
ALBEMARLE, STANLY COUNTY
R-2320G
0 mile 1/2
:FIGURE 1
r (1
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR.
GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY
September 26, 1997
MEMORANDUM TO: Scoping Meeting Participants
n
FROM: Stacy Baldwin, P.
Project Planning Engineer
SUBJECT: US 52 Extension, from existing US 52 to the existing
intersection with NC 73, NC 24/27 and NC 138, Federal
Aid Project No. NHF-52(10), State Project No. 8.1680401.
TIP No. R-2320G
A scoping meeting was held on June 24, 1997 for the subject project. The following
individuals attended the meeting:
Don Smith Structure Design
John Taylor Location and Surveys
Mojdeh Masihpour Location and Surveys
Michael Schumsky Rail Division
James C. Coble City of Albemarle
Lindsey Dunevant Albemarle Parks and Recreation Department
Garey Edwards Albemarle Public Utilities Department
Dar. Duffield Hydraulics
Aldie Whitmore Division 10
Derrick Lewis Traffic Engineering
Buddy Murr Signals and Geometrics
Dan Hinton FHWA
Cyndi Bell DENR- Division of Water Quality
Harry Thompson Roadway Design
Ray McIntyre Program Development
Don Sellers Right-of-Way
Gail Grimes Planning and Environmental
Richard Davis Planning and Environmental
Lanette Cook Program Development
Enrico Roque Roadway Design
Dewayne Sykes Roadway Design
Drew Thomas Railroad Safety
o
A
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® z
I.
The scoping meeting began with a brief project overview. The project calls for extending
US 52 from existing US 52 to the existing intersection with NC 73, NC 24/27 and NC
138 (Aquadale Road).
The following is a brief summary of the items discussed. If anyone has any corrections
or clarifications, please call me at [phone] extension 264.
1. M. Shumsky noted that the Winston-Salem Southbound RR carries 2 trains per day
traveling at 30 mph along the existing tracks. Any crossing of the RR would have to
grade separated.
2. C. Bell stated that any stream crossings should be kept below 150 feet. D. Sykes
noted that he would do what he can.
3. J. Coble stated that Albemarle did not have any plans for future development in the
proposed project area.
4. D. Sykes stated that dual left turns will be required from US 52 to NC 24/27.
5. E. Roque stated that mapping should be available in October 1997.
6. Two alignments were discussed at the November 26, 1996 Scoping Meeting, and it
was decided on June 24, 1997 to drop both alternatives because of potential impacts
to a walking trail associated with Rock Creek Park. Two new alignment alternatives
presented by Division 10 were accepted by those present. G. Grimes and D. Sykes
suggested that the new alternatives could crossover and create 4 different study
alternatives. It was decided that we would study the two new alternatives with the
two crossovers in the EA. See attached sheet for the proposed alternatives.
7. Baldwin noted that the completion date for the EA is currently scheduled for July
1998. This date will need to be revised to allow for preparation of the functional
designs by Roadway Design. Right-of-Way cost estimates and relocations assistance
reports can not be requested by P&E until functional designs are received from
Roadway Design.
8. It was agreed that the corridor study width would be 500 feet where the design speed
is 60 mph and 300 feet where the design speed is 45 mph.
9. It was noted that the City of Albemarle wants the Fun Park along NC 138 to not be
impacted or acquired for the US 52 extension.
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