20130037 Ver 1_Application_20130318 (2)

STATE OF NORTH CAROLINA 
DEPARTMENT OF TRANSPORTATION 
PATRICK L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY

MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
RAIL DIVISION
1553 MSC
RALEIGH NC 27699-1553

TELEPHONE: [phone]
FAX: [phone]

WEBSITE: WWW.BYTRAIN.ORG
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

March 18, 2013

Mr. John Thomas
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587

RE: Application for Section 404 Nationwide Permits 14 and 33 and Section 401 Water
Quality Certifications for TIP Project# P-5206BCDF Railroad Improvements from Reid
to North Kannapolis, Rowan County, NC, Federal Aid Project No. FR-HSR-0006-10-01-
00, WBS No. 52000.1.STR03T1B

Dear John,

The North Carolina Department of Transportation (NCDOT) Rail Division (Rail Division)
proposes to make rail siding improvements to a segment of the Norfolk Southern Corporation
(NS) railroad corridor extending from station “Reid” and extending generally southwest for
approximately 11 miles to a point approximately 5000 feet south of station “North Kannapolis”
in Rowan County, NC (Figure 1). The corridor starts in the southern portion of the City of
Salisbury and ends in the northern portion of the City of Kannapolis. The study area associated
with this project consists of the area within 100 feet of the center of the existing and within the
footprints of multiple proposed grade-separated railroad crossings and roadway improvements,
which are irregularly-shaped areas generally located adjacent to, or extending outward from, the
railroad. The study area for this project encompasses approximately 959.2 acres
The P-5206 project has been split into two components that have each been determined to
demonstrate independent utility: a track work component of the project and a safety
improvements component of the project (per a meeting between the Rail Division, the U.S.
Army Corps of Engineers [USACE], and the N.C. Division of Water Quality [NCDWQ] held on
April 5, 2012).

This permit application is requesting authorization for Section 404 jurisdictional area impacts
associated with the railroad improvements component of the project (P-5206 B, C, D, and F).
 P-5206B consists of grading for the installation of double track from the vicinity of the
private rail crossing of Noble Farm Acres near Salisbury to the rail crossing of Mt. Hope
Church Road (SR 1505) in China Grove. P-5206B also includes the closures of 3 private
crossings at Noble Acres Road, Reid Farm Road, and an unnamed crossing located
approximately 2100 feet southwest of the Peeler Road (SR 2538) crossing along with the
closure of 3 public crossings at Peach Orchard Road (SR 2539), Peeler Road, and Mt.
Hope Church Road. In addition, roadway improvements are proposed for the at-grade
crossing of Webb Road (SR 1500).
 P-5206C consists of grading for the installation of double track from Mt. Hope Church
Road to a point approximately halfway between N. Central Avenue and E. Ryder Avenue
(SR 1210) in Landis. P-5206C also includes the extension and grade-separated rail
crossing of Kimball Road in Landis and the removal of 5 at-grade road crossings of Ethel
Lane, Jukebox Road, East Thom Street, Eudy Avenue (SR 1220), and North Central
Avenue. In addition, roadway improvements for the at-grade crossing of East
Centerview Street and the removal of access to a portion of South Harris Street adjacent
to the rail in China Grove are proposed.
 P-5206D consists of grading for the installation of doubletracks from the terminus of P-
5206C to a point just past the crossing of E. 18th Street in Kannapolis. In addition, P-
5206D involves the closure of 2 grade-separated crossings: East Mill Street and East 29th
Street.
 P-5206F consists of the installation of the 11 miles of the second track.
Information within this package has been prepared to support the application for a Nationwide
Permit (NWP) 14 (Linear Transportation Projects) and NWP 33 (Temporary Construction,
Access, and Dewatering), along with the associated NCDWQ Water Quality General
Certifications 3886 and 3893, and a NCDWQ State General Permit for Impacts to Isolated and
Other Non-404 Jurisdictional Wetlands and Waters (IWGP100000).
The Environmental Assessment (EA) document for this project was finalized in October 2011
and was submitted to the appropriate regulatory agencies for review. A Finding of No
Significant Impact (FONSI) was approved on July 18, 2012 and is included on the digital data
CD. In addition, it has been determined that this project will affect a property Eligible for the
National Register of Historic Places; however, the eligible property has no associations with
jurisdictional or isolated streams or wetlands. A signed Memorandum of Agreement (MOA)
regarding this property is included on the digital data CD.

Water resources in the project area are located within NCDWQ sub-basin 03-07-04 of the
Yadkin River basin (U.S. Geological Survey [USGS] Hydrologic Unit [HU] 03040103) and
within NCDWQ sub-basin 03-07-12 (USGS HU 03040105). An approved Jurisdictional
Determination for this project has been received from the USACE and is dated December 13,
2013.
One unnamed tributary (UT) to Grants Creek and two isolated wetland areas are anticipated to be
impacted by the P-5206B project section. Two UTs to Cold Water Creek, one jurisdictional
wetland area that drains to Cold Water Creek, and one isolated wetland area are anticipated to be
impacted by the P-5206C project section. Two UTs to Cold Water Creek are anticipated to be
impacted by the P-5206D project section. All impacts to jurisdictional areas and isolated
wetlands are associated with the expansion of the rail footprint in preparation for installation of
the second track. The P-5206F project section consists of the installation of the second track and
involves no impacts to jurisdictional areas or isolated wetlands.

Grants Creek is not listed on the North Carolina 2012 Final 303(d) List of Impaired Waters;
however, the reach of Cold Water Creek located immediately downstream of Lake Fisher and
beginning approximately 5 to 7 miles downstream of the study area is listed due to turbidity and
“Fair” benthos and fish community bioclassification ratings. Stormwater Management plans
have been designed to treat stormwater runoff through Best Management Practices (BMPs) as
detailed in the most recent version of NCDOT’s Stormwater Best Management Practices to
minimize further impairment of downstream water resources.

Attached to this letter are the following items.
 Pre-Construction Notification (PCN) Form
 Figure 1. Project Section Extents
 P-5206B Permit Drawings/Stormwater Management Plan dated October 5, 2012
 P-5206B Final Design Plans including Sediment and Erosion Control Plans dated
December 11, 2012
 P-5206C Permit Drawings/Stormwater Management Plan dated November 20, 2012
 P-5206C 65 Percent Design Plans including Sediment and Erosion Control Plans
dated December 11, 2012
 P-5206D Permit Drawings/Stormwater Management Plan dated February 15, 2013
 P-5206D 90 Percent Design Plans including Sediment and Erosion Control Plans
dated December 11, 2012
 NC Ecosystem Enhancement Program (NCEEP) Mitigation Acceptance Letter dated
March 12, 2013
 A CD with digital files (in .pdf format) of:
o All information included in this package
o Signed Finding of No Significant Impact
o Signed Memorandum of Agreement regarding Impacts to a Property Eligible
for the National Register of Historic Places
o P-5206 Figures as provided in the previous P-5206A submittal

Based upon design plans, grading, preparation, and construction of the second track is
anticipated to permanently impact five streams for a total of 405 linear feet and one jurisdictional
wetland area for a total of 0.05 acre. Additionally, project activities are anticipated to impact
four isolated wetland areas for a total of 0.15 acre. Table 1 and the attached Wetland Impact
Permit Summaries summarize the total impacts to jurisdictional areas, and Table 2 presents the
geographic coordinates of each waterbody crossing. Each impact site is described below and
depicted on the attached permit drawings.

Table 1. Project Impacts
Project
Section and
Impact Site
Impacted
Waterbody
(*JD reference)
Permanent
Stream
Impacts
Temporary
Stream
Impacts
Total
Stream
Impacts
Permanent
Wetland
Impacts
Temporary
Wetland
Impacts
Total
Wetland
Impacts
P-5206B
Site B1
UT to Grants
Creek
(Stream SD)
42 -- 42 -- -- --
P-5206B
Site B2
Isolated
Wetland
(Wetland WN)
-- -- -- 0.04 -- 0.04
P-5206B
Site B3
Isolated
Wetland
(Wetland WO)
-- -- -- 0.05 -- 0.05
405P-
5206C
Site C1
Isolated
Wetland
(Wetland WQ)
-- -- -- 0.04 -- 0.04
Isolated
Wetland
(Wetland WR)
-- -- -- 0.02 -- 0.02
P-5206C
Site C2
Jurisdictional
Wetland
(Wetland WU)
-- -- -- 0.05 -- 0.05
P-5206C
Site C3
UT to Cold
Water Creek
(Stream SO)
11 -- 11 -- -- --
UT to Cold
Water Creek
(Stream SP)
217 -- 217 -- -- --
P-5206D
Site D1
UT to Cold
Water Creek
(Stream SQ)
80 14 94 -- -- --
P-5206D
Site D2
UT to Cold
Water Creek
(Stream SR)
55 5 60 -- -- --
Total 405 19 424 0.20 -- 0.20
*JD reference indicates the nomenclature of individual waterbodies as depicted in figures provided for the approved
Jurisdictional Determination issued on 12-13-2012 (USACE Action ID 201201988).

Table 2. Project Impact Locations
Project
Section/
Site
USGS
Hydrologic
Unit
NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
P-5206B
Site B1 03040103 1,548,155.705 688,003.192 35.630889 -80.520638
P-5206B
Site B2 03040103 1,539,370.212 673,885.694 35.591733 -80.549458
P-5206B
Site B3 03040103 1,538,355.964 672,647.397 35.588288 80.552804
P-5206C
Site C1 03040103 1,538,443.437 672,609.106 35.588187 -80.552508
P-5206C
Site C2 03040103 1,538,037.594 672,071.516 35.586692 -80.553844
P-5206C
Site C3 03040105 1,525,598.815 660,877.523 35.555399 -80.595071
P-5206D
Site D1 03040105 1,519,790.430 655,318.232 35.539869 -80.614293
P-5206D
Site D2 03040105 1,519,707.048 653,672.660 35.535345 -80.614483

Permit Site B1
Permit Site B1entails the replacement of a 30-inch stone box culvert with a 48-inch welded steel
pipe (WSP) to be installed by trenchless (jack-and-bore) construction. Forty-two feet of an
unnamed tributary (UT) to Grant’s Greek (depicted on the figures provided for the approved JD
as Stream SD) will be placed within the new 4-foot tail ditch associated with the new culvert.
Stream SD is a Relatively Permanent Water (RPW) with seasonal flow. The reach of Stream SD
receiving project impacts includes the origin of the stream. Mitigation is proposed at a 1:1 ratio
for permanent impacts to this intermittent stream.

Permit Site B2
Permit Site B2 involves the placement of approximately 0.02 acre of fill within a portion of a
vegetated wetland area (depicted on the figures provided for the approved JD as Wetland WN).
An additional 0.02 acre of this wetland area will also be lost due to mechanical clearing for the
roadway slope. Wetland WN is an NC Wetland Assessment Method (NC WAM) Basin Wetland
with an overall functional rating of High. This wetland has no connection to jurisdictional
surface waters and is considered isolated by the USACE. No mitigation is proposed for impacts
to this isolate wetland area.

Permit Site B3
Permit Site B3 involves the placement of approximately 0.03 acre of fill within a portion of a
vegetated wetland area (depicted on the figures provided for the approved JD as Wetland WO).
An additional 0.02 acre of this wetland area will also be lost due to mechanical clearing for the

roadway slope. Wetland WO is an NC WAM Basin Wetland with an overall functional rating of
Medium. This wetland has no connection to jurisdictional surface waters and is considered
isolated by the USACE. No mitigation is proposed for impacts to this isolated wetland area.

Permit Site C1
Permit Site C1 involves the placement of approximately 0.04 acre of fill within the entirety of a
vegetated wetland area (depicted on the figures provided for the approved JD as Wetland WQ).
An additional 0.01 acre of this wetland area will also be lost due to mechanical clearing for the
roadway slope. Drainage from the adjacent railroad slopes will be directed out from this low
point in the local topography to the nearest crenulation through a two-foot tail ditch. This
drainage outlet will be directed through a portion of a vegetated wetland area depicted on the
figures provided for the approved JD as Wetland WR. Wetland WR will be mechanically
cleared in preparation for the construction of the tail ditch and this wetland will be lost in its
entirety as wetland hydrology will be removed by ditch construction. This ditching is considered
necessary to eliminate ponding at the toe of the proposed slope, and movement of the drainage
ditch a sufficient distance from Wetland WR to avoid a hydrologic impact was determined to be
infeasible. Wetlands WQ and WR are NC WAM Basin Wetlands with overall functional ratings
of Low. These wetland areas have no connection to jurisdictional surface waters and are
considered isolated by the USACE. No mitigation is proposed for impacts to these isolated
wetland areas.

Permit Site C2
Permit Site C2 involves the placement of approximately 0.02 acre of fill within a vegetated
wetland area (depicted on the figures provided for the approved JD as Wetland WU) and the
excavation of 0.02 acres of Wetland WU. An additional 0.01 acre of this wetland area will be
lost due to mechanical clearing for the roadway slope. Wetland WU is an NC WAM Headwater
Forest with an overall functional rating of High. Mitigation is proposed at a 2:1 ratio for
permanent impacts to Wetland WU.

Permit Site C3
Permit Site C3 involves the replacement of the existing 24-inch concrete culvert with a longer
54-inch WSP and the expansion of the rail bed to accommodate the second track. The 54-inch
WSP will be installed by trenchless construction just north of the existing culvert and rail bed
expansion will involve excavation on the north side of the rail and fill on the south side of the
rail. Excavation north of the existing rail will impact two RPWs with seasonal flow (depicted on
the figures provided for the approved JD as Streams SO and SP). The 68 feet of Stream SO and
11 feet of Stream SP impacted by rail grading in this area includes the origin of each. South of
the rail, 158 feet of Stream SP will be placed within the new 54-inch WSP and the associated tail
ditch that directs flow to the existing stream channel. Mitigation is proposed at a 1:1 ratio for
permanent impacts to these intermittent streams.

Permit Site D1
Permit Site D1 involves the extension of the existing 48-inch steel pipe to accommodate the
grading for the expanded rail footprint and construction of a 4-foot head ditch to direct flow to
the extended culvert. Approximately 80 linear feet of this stream will be placed within the new
4-foot ditch and culvert extension. This stream is depicted on the figures provided for the
approved JD as Stream SQ and is a RPW with perennial flow. Less than 0.01 acre of this stream
will be temporarily impacted due to channel dewatering during culvert installation. Mitigation is
proposed at a 2:1 ratio for permanent impacts to this perennial stream.

Permit Site D2
Permit Site D2 involves the extension of the existing 42-inch corrugated metal/steel casing pipe
to accommodate the grading for the expanded rail footprint and construction of a 4-foot head
ditch to direct flow to the extended culvert. Approximately 55 linear feet of the stream will be
placed within the new 4-foot ditch and culvert extension. This stream is depicted on the figures
provided for the approved JD as Stream SR and is a RPW with seasonal flow. Less than 0.01
acre of this stream will be temporarily impacted due to channel dewatering during culvert
installation. Mitigation is proposed at a 1:1 ratio for permanent impacts to this intermittent
stream.

Due to the nature of the location of the existing rail line, some impacts to jurisdictional areas are
unavoidable, and the proposed rail avoids jurisdictional areas and existing infrastructure to the
maximum extent practicable. In particular, the alignment of the rail through the towns of China
Grove and Landis, and within the City of Kannapolis are further restricted by to the proximity of
adjacent and parallel roadways such as Main Street (US-29) between the Town of China Grove
and the City of Salisbury, Central Avenue in the Town of Landis, and Kirk Street in the City of
Kannapolis). These roadways support travel between these municipalities as well as access to
numerous residences and businesses.

Mitigation for this project is proposed at a 1:1 ratio for impacts to intermittent streams (Streams
SD, SO, SP, and SR) and at a 2:1 ratio for impacts to the perennial Stream SQ. Wetland
mitigation for this project is proposed at a 2:1 ratio for the High-quality jurisdictional Wetland
WU. Mitigation is not required by the USACE for impacts to isolated wetlands or by the
NCDWQ for impacts to isolated wetlands that total less than 1.0 acre; therefore no mitigation is
proposed for impacts to isolated Wetlands WN, WO, WQ, and WR. The following table details
proposed mitigation requirements for this project.

Table 3. Project Mitigation Requirements
Project
Section
and
Impact
Site
USGS
Hydrologic
Unit
Permanent
Stream
Impacts
Proposed
Mitigation
Ratio
Warm-
water
Stream
Mitigation
Credits
Required
Permanent
Wetland
Impacts
Proposed
Mitigation
Ratio
Riparian
Wetland
Mitigation
Credits
Required
P-5206B
Site B1 03040103 42 1:1 42 -- -- --
P-5206B
Site B2 03040103 -- -- -- *0.04 -- --
P-5206B
Site B3 03040103 -- -- -- *0.05 -- --
P-5206C
Site C1 03040103 -- -- -- *0.04 -- --
-- -- -- *0.02 -- --
P-5206C
Site C2 03040103 -- -- -- 0.05 2:1 0.10
P-5206C
Site C3 03040105 11 1:1 11 -- -- --
217 1:1 217 -- -- --
P-5206D
Site D1 03040105 80 2:1 160 -- -- --
P-5206D
Site D2 03040105 55 1:1 55 -- -- --
Total 405 -- 485 0.20 -- 0.10
*Permanent Wetland Impacts: An asterisk (*) indicates impacts to an isolated wetland area.

A total of 485 warm-water stream mitigation credits and 0.10 riparian wetland mitigation credits
will be purchased through the NCEEP in-lieu fee program to offset project impacts.
 Mitigation requirements within USGS HU 03040103 include 42 warm-water stream
mitigation units and 0.10 acre of riparian wetland mitigation units.
 Mitigation requirements within USGS HU 03040105 include 443 warm-water stream
mitigation units.

A Mitigation Acceptance Letter from the NCEEP is attached. Please note that the attached
Mitigation Acceptance letter specifies project impacts and not adjusted mitigation requirements;
however, the NCEEP is prepared to provide mitigation for the specified impacts at a 2:1 ratio.

Again, the Rail Division is requesting authorization for Section 404 jurisdictional area impacts
associated with the safety improvements component of the project under NWP 14 (Linear
Transportation Projects) and NWP 33 (Temporary Construction, Access, and Dewatering), along
with the associated NCDWQ Water Quality General Certifications 3886 and 3893, and a
NCDWQ State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional
Wetlands and Waters (IWGP100000). Thank you for your time and consideration of this
important project. if you have any questions regarding this request, please contact the Project
Manager, Ryan L. White, P.E., at 919-707-4717 or at rlwhitegnedot.gov.
Sincerely,
%/qq
Marc L. Hamel
Manager of Environmental Programs
NCDOT Rail Division
Cc. Amy Euliss, NC Division of Water Quality
Ryan L. White, P.E., NCDOT Rail Division
Scott Davis, Axiom Environmental, Inc.

Page 1 of 10
PCN Form – Version 1.4January 2009
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.4January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e.NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
ReidtoNorthKannapolisRailroadSafetyImprovements
Rowan
Salisbury,ChinaGrove
--
P-5206B,C,D,F
NorthCarolinaRailroadCompany(NCRR)
NCRRexistingright-of-way
2809HighwoodsBoulevard,Suite100
Raleigh,NC27604-1000
919-954-7601
919-954-7099
14,33
Page 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5.Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
MarcHamel
NorthCarolinaDepartmentofTransportation,RailDivision
1SouthWilmingtonSt.,Room555(delivery)or1553MailServiceCenter(mail)
Raleigh,NC27699-1553
919-707-4705
919-715-6580
[e-mail]
Page 3 of 10
PCN Form – Version 1.4January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
-80.563918
959.2
GrantsCreek,ColdWaterCreek
C,WS-IV,CA
Yadkin
TheP-5206B,C,andDprojectsectionsconsistsofclearingandgradingforasecondtrack,theextensionandgrade-separatedrailcrossingof
KimballRoadinLandis,andtheclosureofmultipleprivateandpublicat-graderoadcrossings.P-5206Finvolvesinstallationofthesecondtrack.
Pleaseseeattachedletterforadetaileddescriptionofprojectsections.
7.48
Thepurposeofthisprojectistoimprovetrainspeed,reliability,efficiency,andsafety.Pleaseseeattachedletter.
Pleaseseeattachedletter.
Axiom Environmental,Inc.
TheprojectwasvisitedandjurisdictionalareaswereapprovedbyJohnThomasoftheUSACEandAmyEulissoftheNCDWQonSeptember30,2010
andAugust28,2012.
AuthorizationforNationwidePermits14and33hasbeenprovidedforjurisdictionalareaimpactsassociatedwithP-5206A,(thegrade-separationofPe
Pleaseseeattachedletteranddesignplans.
35.576732
5,463
SandySmith,ScottDavis
Page 4 of 10
PCN Form – Version 1.4January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributariesBuffersOpen Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g.Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Fill Small-BasinWetland No DWQ 0.04
No DWQ 0.05
No DWQ 0.04
No DWQ 0.02
No Corps 0.05
Yes/No -
0.2
WetlandW1throughW4havebeendeterminedtobeisolated.WetlandW5hasbeendeterminedtobejurisdictional.
CulvertreplacementUTtoGrantsCreek INTCorps342
UTtoColdWaterCreek 311
UTtoColdWaterCreek 3217
UTtoColdWaterCreek 680
UTtoColdWaterCreek 455
405
Table3notespermanentimpactstojurisdictionalstreams.Anadditional19feetoftemporaryimpactsareanticipated.Pleaseseetheattachedletter,
PermitDrawings,andWetlandPermitImpactSummariesforcompletepermanentandtemporaryimpacts.
P
P
P
P
P
-
Fill
Fill
Excavation
Fill
Chooseone
Small-BasinWetland
Small-BasinWetland
Small-BasinWetland
HeadwaterWetland
Chooseone
P
P
P
P
P
-
Fill
Culvertreplacement
Culvertextension
Culvertextension
Chooseone
INT
INT
PER
INT
-
Corps
Corps
Corps
Corps
-
Page 5 of 10
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
FloodedFilledExcavated FloodedFilledExcavated
P1
P2
5f.Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other:
6b.
Buffer Impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
B2
B3
B4
B5
B6
6h.Total Buffer Impacts:
6i. Comments:
ChooseoneChoose
Noopenwaterimpactsareanticipated.
Chooseone
Nopondconstructionisproposed.
Yes/No
Theprojectdoesnotliewithinawatershedwithadesignatedriparianbuffer.
-
-
-
-
Chooseone
Chooseone
Chooseone
Choose
Choose
Choose
Chooseone
-
-
-
-
-
-
Yes/No
Yes/No
Yes/No
Yes/No
Yes/No
)
Page 6 of 10
PCN Form – Version 1.4January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Pleaseseeattachedletter.
Pleaseseeattachedletter.
485
warm
0.1
Chooseone
Chooseone
Chooseone
Page 7 of 10
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f.Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
n/a
Page 8 of 10
PCN Form – Version 1.4January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the projectinclude or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
Grassshoulders,slopes,andswaleswillbeusedtotreatstormwaterdischargepriortoenteringsurfacewaters.Pleaseseeattached Stormwater
ManagementPlan.
RowanCo.,Salis.,Ch.Grv.,Landis,Kann.
Page 9 of 10
PCN Form – Version 1.4January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c.If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Theproposedprojectisdesignedtoimprovesafetyalongthisstretchof railbyremoving13at-gradecrossingsandreplacingthemwith2grade-
separatedcrossing(oneinassociationwiththispermitapplicationandonewhichhasbeenpermittedundertheP-5206Aproject).Thegrade-
separatedcrossingisintendedtoeliminatetrain-automobileinteractionsandmaintaincurrenttrafficflow.Nonewpublicfacilitiesoraccessto
developedordevelopableareasareproposed;therefore,theseupgradedcrossingsarenotanticipatedtoencourageanynearbydevelopment.
Nosewagedischargeisanticipatedasaresultof theproposedproject.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
0 Yes • No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes 0 No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS- NC Ecological Services County Listings, and NCNHP Virtual Workroom data (online). Field surveys were conducted for listed species during
the appropriate survey windows. No individuals were identified and the project will have No Effect on listed species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
• Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries Essential Fish Habitat Mapper v2.0 (online)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes ©No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Consultation with the State Historic Protection Office and NEPA documentation. No impacts will occur in association with jurisdictional areas;
however, the railroad project will impact a property eligible for the National Register of Historic Places. A signed MOA is available.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
• Yes © No
8b. If yes, explain how project meets FEMA requirements:
NCDOT Hydraulics Unit coordination with FEMA.
8c. What source(s) did you use to make the floodplain determination?
NCFloodmaps.com digital GIS data.
Mcift
Applicant/Agent's
L. I-kme.(
Printed Name
--IX/ dr.
ice'
3�8/�(.3
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

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Notes:
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the NC Geographic Information
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2. 4-foot elevation contours are
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P-5206B,C,D
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REID TO
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Project No.:
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ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SITE 3

OTHER THAN MAIN TRACK
MAIN TRACK
LENGTH OF RAIL TIP PROJECT
VICINITY MAP
BEGIN PROJECT
END PROJECT
5
6
7
8
9
181716
15
1.1 MILES
5.2 MILES
3.8 MILES
_
85
_
85
SALISBURY
CHINA GROVE
29
LENGTH OF ROADWAY TIP PROJECT 0.2 MILES
TO
GREENSBORO
TO CHARLOTTE
Salisbury
of
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Mills
Rowan
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China
(150
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(PROPOSED)
CP "SUMNER"
340
341
3393
3
8
3
3
7
(TO BE RETIRED)
(EXISTING)
CP "REID"
(SR 2539)
PEACH ORCHARD ROAD
(SR 2662)
HADER STREET
(SR 2545)
PEACH ORCHARD LANE
(SR 2538)
PEELER ROAD
(SR 1505)
MT. HOPE CHURCH ROAD
14
13
4
(PRIVATE)
NOBLE ACRES DRIVE
(PRIVATE)
REID FARM ROAD
INCOMPLETE PLANSINCOMPLETE PLANS

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
A
R
T
MEN
N
A
S
O
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NC DEPARTMENT OF
TRANSPORTATION
CN
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CAR
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SUBMITTAL:
DATE:
PLANNING AND DEVELOPMENT

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
00
See Sheet 1-A For Index of Sheets
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RAIL DIVISIONS
STATE OF NORTH CAROLINA
PROJECT LENGTH

RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
N CNORTH CAROLINA
D
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N
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-
5
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B
P-5206B
52000.1.STR05T1B
50 100
50
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50
50
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DONALD H. ARANT, P.E.
TONI R. WILSON, E.I.
ROWAN COUNTY
CP "REID" (MP 337.1) TO SOUTH OF MT. HOPE CHURCH
ROAD (MP 340.9) ON THE NCRR/NS MAINLINE
SEPTEMBER 2012
JULY 2013
1

BY P-5206A CONTRACTOR)
(TO BE CONSTRUCTED
(SR 2538)
PROP. PEELER ROAD GS
NCDOT PROJECT MANAGER
MATTHEW B. SIMMONS, P.E.
-M2- STA. 9011+00.00
-M1- STA. 9011+00.00
PROP. MAIN TRACKS #1 & #2
BEGIN TIP PROJECT P-5206B
-M2- STA. 9218+02.82 AH
-M2- STA. 9218+01.63 BK =
PROP. MAIN TRACK #2
-M1- STA. 9218+02.82 AH
-M1- STA. 9218+00.00 BK =
PROP. MAIN TRACK #1
BEGIN TIP PROJECT P-5206C
END TIP PROJECT P-5206B
52000.1.STR06T3
52000.3.STR02T4D
43219.2.STR08P5206
PE, UTL PE
PE, UTL PE
ROW
UTL CONST., CONST.
GRADING, DRAINAGE, PAVING, AND CURB AND GUTTER
12
11
10
JANUARY 25, 2012
(SR 1500)
WEBB ROAD
RAIL PROJECT ENGINEER
RAIL DESIGN ENGINEER
JOSH DALTON, P.E.
RICHARD ODYNSKI, P.E.
HYDROLOGY ENGINEER
ROADWAY ENGINEER
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ROWAN COUNTY.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED IN METHOD III.
Prepared in the Offices of:
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
SWAMP
SWAMP
SWAMP
POND
9038 9039 9040 9041 9042 9043 9044 9045 9046 9047 9048 9049 9050 90519037
810
800
790
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770
760
750
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915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
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$
$
$
$
D
C
N
P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M2-
1
4
’
M
I
N
.
TO GREENSBORO
TO CHARLOTTE
STREAM SD
9
1
’
10
9
’
0.00’
-M2- +98.72
55.38’
-M2- +98.72
57.17’
-M2- +99.12
CONTRACTOR)
(BY P-5206A
PROP. DRAINAGE
(BY NS)
PROP. MAIN TRACK #2
TO REMAIN
EXIST. STRUCTURE

P-5206A PROJECT
EASEMENTS BY
PROP. R/W AND
BY NS
RELOCATED
GATE TO BE
EXIST. CABLE
HH
HH
TT
T
AATUR
AATUR
AATUR
AATUR
INV=759.13’
TOP=764.43’
84" CONC HW
3
6
"
C
I
B
O
X

C
U
L
V
E
R
T
3
0
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3
0
"
S
T
O
N
E
S
3
6
"
R
C
P
12" RCP
1SMTLBUSGR
S
S
6
0
"
W
W
12’ CONC HW
GATE
CABLE
HW&WW
CONC
SOIL
3
0
"C
MP
INV=759.13’
INV=761.93’
INV=758.36’
INV=758.80’
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
471 113
FLEMING CANDY CO INC
471 008
SALISBURY CITY OF
471 036
ROWAN CORPORATION
407 001
MARTIN MARIETTA MATERIALS INC
407 109
KEEN JOHNNY LEE
471 072
ROWAN INVESTMENT CO INC.
401 051
ELDRIDGE JR
ORBISON EDWARD
471 072
CO INC.
ROWAN INVESTMENT
1B
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
CC
C C
C C
48" WELDED STEEL
TRENCHLESS INSTALLATION
FLOWABLE FILL
FILL PIPE WITH
PLUG
PLUG
INV 759.0
INV 758.0
30" CMP
REMOVE
12" RCP
REMOVE
HW
EW
106.5’
+00
109.4’
+65
0601
0602
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 6
SLOPE = 0.50%
EST DDE 37 CY
(ON BANKS ONLY)
W/ CL ’I’ RIP RAP
4’ BASE TAIL DITCH
(PLAN SHEET 3-B)
SEE DETAIL 4W/ CLASS B RIP RAP
SPECIAL LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
P
P
9
0
4
0
9
0
4
5
9
0
4
0
9
0
4
5
9
0
5
0
(-)0.2656%
R = 0.1290
VC = 600’
EL = 781.28’
VPI = 9044+50.00
VC #4
(+)0.5082%
MAIN TRACK #2
T/RAIL PROP.
MAIN TRACK #2
ALONG PROP.
EXIST. GROUND
MAIN TRACK #1
T/RAIL EXIST.
9
0
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STA. 9045+03 +/-
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PROP. 48"
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(-)0.400%(+)1.662%
(+)6.435%
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E
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DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 781.8
= 154
= 500
= 25
= 81
= 763.1
= 92
= 763.5
= 30.4
48’ STEEL Sta. 9044+88 -M2-
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NC GRID
NAD 83/NSRS 2007
9038 9039 9040 9041 9042 9043 9044 9045 9046 9047 9048 9049 9050 90519037
810
800
790
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9
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RR-03
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
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$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M2-
1
4
’
M
I
N
.
TO GREENSBORO
TO CHARLOTTE
STREAM SD
9
1
’
10
9
’
0.00’
-M2- +98.72
55.38’
-M2- +98.72
57.17’
-M2- +99.12
CONTRACTOR)
(BY P-5206A
PROP. DRAINAGE
(BY NS)
PROP. MAIN TRACK #2
TO REMAIN
EXIST. STRUCTURE

P-5206A PROJECT
EASEMENTS BY
PROP. R/W AND
BY NS
RELOCATED
GATE TO BE
EXIST. CABLE
HH
HH
TT
T
AATUR
AATUR
AATUR
AATUR
INV=759.13’
TOP=764.43’
84" CONC HW
3
6
"
C
I
B
O
X

C
U
L
V
E
R
T
3
0
"x
3
0
"
S
T
O
N
E
S
3
6
"
R
C
P
12" RCP
1SMTLBUSGR
S
S
6
0
"
W
W
12’ CONC HW
GATE
CABLE
HW&WW
CONC
SOIL
3
0
"C
MP
INV=759.13’
INV=761.93’
INV=758.36’
INV=758.80’
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
471 113
FLEMING CANDY CO INC
471 008
SALISBURY CITY OF
471 036
ROWAN CORPORATION
407 001
MARTIN MARIETTA MATERIALS INC
407 109
KEEN JOHNNY LEE
471 072
ROWAN INVESTMENT CO INC.
401 051
ELDRIDGE JR
ORBISON EDWARD
471 072
CO INC.
ROWAN INVESTMENT
1B
7
5
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S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
CC
C C
C C
48" WELDED STEEL
TRENCHLESS INSTALLATION
FLOWABLE FILL
FILL PIPE WITH
PLUG
PLUG
INV 759.0
INV 758.0
30" CMP
REMOVE
12" RCP
REMOVE
HW
EW
106.5’
+00
109.4’
+65
0601
0602
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 6
SLOPE = 0.50%
EST DDE 37 CY
(ON BANKS ONLY)
W/ CL ’I’ RIP RAP
4’ BASE TAIL DITCH
(PLAN SHEET 3-B)
SEE DETAIL 4W/ CLASS B RIP RAP
SPECIAL LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
P
P
9
0
4
0
9
0
4
5
9
0
4
0
9
0
4
5
9
0
5
0
(-)0.2656%
R = 0.1290
VC = 600’
EL = 781.28’
VPI = 9044+50.00
VC #4
(+)0.5082%
MAIN TRACK #2
T/RAIL PROP.
MAIN TRACK #2
ALONG PROP.
EXIST. GROUND
MAIN TRACK #1
T/RAIL EXIST.
9
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.
TO BE PLUGGED AND FILLED
EXIST. 30" X 30" STB
STA. 9045+03 +/-
(-)2.00%(+)2.135%
(-)1.300%
STEEL
WELDED
PROP. 48"
E
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D

S
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L
A
T
(-)0.400%
(-)
3
.72%
(-)0.400%(+)1.662%
(+)6.435%
E
L
E
V
=
7
7
3
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0
-
M
2
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R
T
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D
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A
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DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 781.8
= 154
= 500
= 25
= 81
= 763.1
= 92
= 763.5
= 30.4
48’ STEEL Sta. 9044+88 -M2-
7
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NC GRID
NAD 83/NSRS 2007
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 2
820
810
800
790
780
9191 9192 9193 9194 9195 9196 9197 9198 9199 9200 9201 9202 9203 9204 9205
830
840
800
840
830
820
810
790
780
770 770
760760
17
PROFILES, RESPECTIVELY.
PROP. SPUR TRACK #2
AND SHEET 25 FOR
PROP. SIDING TRACK #2,
SEG. # 3, SHEET 24 FOR
PROP. MAIN TRACK #1,
SEE SHEET 21 FOR
RR-14
S
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1
6
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
3
/
8
/
2
0
1
3
P
5
2
0
6
B
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:

j
d
a
l
t
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n
D
C
N
P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
8
3
’
TO GREENSBORO
TO CHARLOTTE
11
7
’
HH
CASE
AATUR
EOI
SWITCH
SWITCHFROG
END OF RAIL
RR SPUR LINE
2
4
" R
C
P
12
"
R
C
P
CB
GR
CONC
72
"
MTL
7
2
"

M
T
L
GATE
CABLE GATE
CABLE
7
2
"
S
O
I
L
15"RCP
10
’

G
R
36" CONC
36" CONC
1SMTLBUS
CONC
GATE
CABLE
GATE
CABLE
GATE
CABLE
7
2
" M
T
L
.
1S
F
B
U
S
15"CMP 15"RCP
GR
GR
O
H
U

L
I
N
E
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
416 001
EASTER DIV INC 214
UNIVERSAL FOREST PRODUCTS
416 172
SNIDER CHRISTOPHER EUGENE
115 07101
PROPERTIES INC
ROWLAND
16B
409 061
COMPANY INC
PRODUCTS EASTERN
UNIVERSAL FOREST
18B
(TO BE DELAYED)
(TO BE DELAYED)
F
C
C C
C
C
C
F C
FC
9
2
0
0
9
2
0
0
9
1
9
5
9
1
9
5
9
2
0
5
PIs Sta 9187+22.74
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PI Sta 9190+82.56
D
L = 471.37’
T = 235.84’
R = 5,288.92’
PIs Sta 9194+42.10
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PIs Sta 9187+30.67
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
PI Sta 9190+85.29
D
L = 440.37’
T = 220.31’
R = 5,288.92’
PIs Sta 9194+39.70
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
CURVE M1C3403
D s =
CURVE M2C3403
D s =D s =D s =D
L = 76.33’
T = 38.22’
R = 764.49’
PI Sta 9191+25.53
D
L = 149.35’
T = 75.20’
R = 573.69’
PI Sta 9193+30.81
D
L = 56.08’
T = 28.10’
R = 573.69’
PI Sta 9190+87.16
D
L = 365.46’
T = 183.13’
R = 2,292.01’
CURVE A2C3405 CURVE A2C3407 CURVE A4C3404 CURVE A4C3405
TRACKS -M1-, -M2-, -A2- AND -A4- CURVE DATA
PI Sta 9200+51.21
(+)0.5529%
R = 0.1195
VC = 600’
EL = 800.80’
VPI = 9188+75.00
VC #16
9
1
9
1
+
7
5
.0
0
V
P
T

S
T
A
.
R = 0.0535
VC = 250’
EL = 804.67’
PI = 9195+75.00
VC #17
9
1
9
7
+
0
0
.0
0
V
P
T

S
T
A
.
T/RAIL EXIST. MAIN TRACK #1
MAIN TRACK #2
T/RAIL PROP.
(+)0.6867%
V
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EXIST. MAIN TRACK #1
EXIST. GROUND ALONG
(
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REMOVED BY OTHERS)
(TO BE RETIRED &
AT EXIST. SPUR TRACK #2
No. 10 TURNOUT
PS EXIST.
CLEAR., RESPECTIVELY
MIN. 28’ AND 22’
AND TELEPHONE LINES
OVERHEAD POWER
STA. 9198+22 +/-
8
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WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 2
785
786
7
8
7
787
7
8
7
7
8
7
78
7
788
788
788
789
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801
801
801
8
0
1
801
801
801 801
8
0
1
801
801
801
801 801
801
801
801
801
8
0
1
8
0
1
80
1
801
8
0
1
801
801
801
801
801
801
8
0
1
801
801
801
801
8
0
1
8
0
2
8
0
2
80
2
802
80
2
802
802
802802
802
8
0
2
8
0
2
802
802
802
8
0
2
8
0
2
8
0
2
802
802
802
802
802
8
0
2
8
0
2
802
8
0
2
8
02
80
2
80
2
80
2
802
802
802
802
8
0
2
8
0
3
803
8
0
3
803
803
803
803
803
803
803
803
803
803
803
803
803
8
0
3
803
803
803
803
803
8
0
3
8
0
3
8
0
3
8038038
03
8
0
3
803
803
8
0
3
80
3
8
0
3
803
8
0
3
803
8
0
3
803
8
0
3
80
4
804
804
804804
804
804
804
804
8
0
4
804
804
804
804
804
804
804
804
804
80
4
8
0
4
804
804
8
0
4
8
0
4
804
8
0
4
804
8
0
4
8
0
5
805 805 805 805 805 805
805
8
0
5
805
805
805
805
80
5
805
805
805
8
0
5
8
0
5
805 805
805
8
0
5
8
0
5
805
805
805
805
805
805
806
806
806
8
0
6
806
806
806
8
0
6
8
0
6
806
806
806
807
807
807
807
8
0
7
807
807
808
808
8
0
8
809
809
820
810
800
790
780
9191 9192 9193 9194 9195 9196 9197 9198 9199 9200 9201 9202 9203 9204 9205
830
840
800
840
830
820
810
790
780
770 770
760760
17
PROFILES, RESPECTIVELY.
PROP. SPUR TRACK #2
AND SHEET 25 FOR
PROP. SIDING TRACK #2,
SEG. # 3, SHEET 24 FOR
PROP. MAIN TRACK #1,
SEE SHEET 21 FOR
RR-14
S
E
E

S
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T

1
8
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9
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#

2

S
T
A
.

9
1
9
1
+
0
0
S
E
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S
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T

1
6
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
3
/
8
/
2
0
1
3
P
5
2
0
6
B
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
8
3
’
TO GREENSBORO
TO CHARLOTTE
11
7
’
HH
CASE
AATUR
EOI
SWITCH
SWITCHFROG
END OF RAIL
RR SPUR LINE
2
4
" R
C
P
12
"
R
C
P
CB
GR
CONC
72
"
MTL
7
2
"

M
T
L
GATE
CABLE GATE
CABLE
7
2
"
S
O
I
L
15"RCP
10
’

G
R
36" CONC
36" CONC
1SMTLBUS
CONC
GATE
CABLE
GATE
CABLE
GATE
CABLE
7
2
" M
T
L
.
1S
F
B
U
S
15"CMP 15"RCP
GR
GR
O
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U

L
I
N
E
US HWY 29/S MAIN ST 60’ BST
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
416 001
EASTER DIV INC 214
UNIVERSAL FOREST PRODUCTS
416 172
SNIDER CHRISTOPHER EUGENE
115 07101
PROPERTIES INC
ROWLAND
16B
409 061
COMPANY INC
PRODUCTS EASTERN
UNIVERSAL FOREST
18B
(TO BE DELAYED)
(TO BE DELAYED)
F
C
C C
C
C
C
F C
FC
9
2
0
0
9
2
0
0
9
1
9
5
9
1
9
5
9
2
0
5
PIs Sta 9187+22.74
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PI Sta 9190+82.56
D
L = 471.37’
T = 235.84’
R = 5,288.92’
PIs Sta 9194+42.10
F
Ls = 372.00’
LT = 248.02’
ST = 124.01’
PIs Sta 9187+30.67
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
PI Sta 9190+85.29
D
L = 440.37’
T = 220.31’
R = 5,288.92’
PIs Sta 9194+39.70
F
Ls = 403.00’
LT = 268.69’
ST = 134.35’
CURVE M1C3403
D s =
CURVE M2C3403
D s =D s =D s =D
L = 76.33’
T = 38.22’
R = 764.49’
PI Sta 9191+25.53
D
L = 149.35’
T = 75.20’
R = 573.69’
PI Sta 9193+30.81
D
L = 56.08’
T = 28.10’
R = 573.69’
PI Sta 9190+87.16
D
L = 365.46’
T = 183.13’
R = 2,292.01’
CURVE A2C3405 CURVE A2C3407 CURVE A4C3404 CURVE A4C3405
TRACKS -M1-, -M2-, -A2- AND -A4- CURVE DATA
PI Sta 9200+51.21
(+)0.5529%
R = 0.1195
VC = 600’
EL = 800.80’
VPI = 9188+75.00
VC #16
9
1
9
1
+
7
5
.0
0
V
P
T

S
T
A
.
R = 0.0535
VC = 250’
EL = 804.67’
PI = 9195+75.00
VC #17
9
1
9
7
+
0
0
.0
0
V
P
T

S
T
A
.
T/RAIL EXIST. MAIN TRACK #1
MAIN TRACK #2
T/RAIL PROP.
(+)0.6867%
V
P
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A
.
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1
9
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EXIST. MAIN TRACK #1
EXIST. GROUND ALONG
(
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8
+
6
3

+
/
-
REMOVED BY OTHERS)
(TO BE RETIRED &
AT EXIST. SPUR TRACK #2
No. 10 TURNOUT
PS EXIST.
CLEAR., RESPECTIVELY
MIN. 28’ AND 22’
AND TELEPHONE LINES
OVERHEAD POWER
STA. 9198+22 +/-
8
0
2
.
0
8
8
0
2
.
6
0
8
0
3
.
1
5
8
0
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7
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3
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4
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1
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8
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8
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5
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5
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3
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-
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N
C
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D
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8
3/
NS
RS 2
0
0
7
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 3
820
810
800
790
780
9205 9206 9207 9208 9209 9210 9211 9212 9213 9214 9215 9216 9217 9218
780
790
800
810
820
830
840
830
840
770770
760 760
18
SEG. #3 PROFILE.
MAIN TRACK #1,
AND 22 FOR PROP.
SEE SHEETS 21
M
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S
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9
2
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S
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1
7
RR-15
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
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E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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$
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$
$
$
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G
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$
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D
C
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M1-
8
0
’
12
0
’
1
4
’
M
I
N
.
WETLAND WO
TO GREENSBORO
TO CHARLOTTE
TO BE CLOSED
ROAD GRADE CROSSING
EXIST. MT. HOPE CHURCH
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
PROP. MAIN TRACK #2
EXIST. MAIN TRACK #1 /
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
(BY NS)
PROP. MAIN TRACK #1
(DO NOT DISTURB)
DRIVE TO REMAIN
PAD & ASPHALT
EXIST. CONCRETE
TES TES
TES TES

0.00’
-M2- +82.19
34.23’
-M2- +82.17
35.98’
-M2- +72.80
0.00’
-M2- +72.81
35.70’
-M2- +44.42
BE RESET BY NCRR
EXIST. FENCE TO
BY NS
TO BE REMOVED
CROSSING SIGNALS
AND RR GRADE
EXIST. CROSSING ARMSBY NSTO BE REMOVED
EXIST. GRADE CROSSING
PAVEMENT WITHIN 10’ OF
HH
T
AATURAATUR
AATUR
CASE AATUR
18
"C
I
7
2
"

M
T
L
C
O
N
C

D
O
C
KCONC 1SBLK/MTLBUS
BST
36" CONC
1SBLK/MTLBUS
GR
CONC
M
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G
A
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BST
GR
DOME SHED
BST
BST
1SBKBUS
BST
CONC
BST
GR
D
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S
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D
D
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S
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D
S
6
0
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W
W
7
2
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C
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60" WW
72" CHL
S
60" CHL
G
2SBKD
#341
R/R MILEPOST
W/LT
W/LT
W/LT
W/LT
BST
1SMTLBUS
4
S

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2
3
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S
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CABLE GATE
CABLE
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6
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C
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72" CHL W/3SBW
72" CHL W/3SBW
CONC
10’ BST
7
2
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C
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SIG
SIG
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ARM
CROSS
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INV=802.00’
INV=804.83’
US HWY 29/S MAIN ST 60’ BST
S
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EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
115A150
FREEDLE BILL F
BRIGGS BRUCE W
115A149
HORTON HILDA C
115A092
FREEDLE BILL F
BRIGGS BRUCE W
115A156
WF VANESELTINE MARY LOU
VANESELTINE HENRY JR &
115 106
LUMPY GRAVY LLC
115 014
SIDNEY & JOAN KLUTZ LLC
115A153
& WF MYRNA L
BARBEE HOWARD G
115A152
& WF MYRNA L
BARBEE HOWARD G
115 012
WF JANET L
MARTIN JEFF C &
115A153
MYRNA L
& WF
HOWARD G
BARBEE
115 015
LUCILLE S
MCKNIGHT
19B
(TO BE DELAYED)
115A091
MARY LOU
WF VANESELTINE
&
HENRY JR
VANESELTINE
26B
CC
C
F F C
CC
C
F
EST 22 SY FF
EST 11 TONS
CL ’I’ RIP RAP
INV 804.3
INV 804.0
PLUG
PLUG
FLOWABLE FILL
FILL PIPE WITH
1802
1801
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
BEFORE WETLAND
DAYLIGHT DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 10
SPEC LAT BASE DITCH
BEFORE WETLAND
DAYLIGHT DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
P
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AND FILLED
TO BE PLUGGED
EXIST. 18"-DIA. CIP
STA. 9212+20 +/-
PROP. MAIN TRACK #2
EXIST. MAIN TRACK #1 /
EXIST. GROUND ALONG
(+)0.75%
(-)0.533%(+)0.265%
(+)3.22%
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PROP. 36"
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DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
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= 15.6
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WETLAND
DENOTES FILL INFF
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SITE 3
820
810
800
790
780
9205 9206 9207 9208 9209 9210 9211 9212 9213 9214 9215 9216 9217 9218
780
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800
810
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830
840
830
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770770
760 760
18
SEG. #3 PROFILE.
MAIN TRACK #1,
AND 22 FOR PROP.
SEE SHEETS 21
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1
7
RR-15
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL [phone] FAX [phone]
SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS
ENGINEER ENGINEER
R/W SHEET NO.
$
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P-5206B
-M2-
PROP. MAIN TRACK #2
RAIL DESIGN
-M1-
8
0
’
12
0
’
1
4
’
M
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WETLAND WO
TO GREENSBORO
TO CHARLOTTE
TO BE CLOSED
ROAD GRADE CROSSING
EXIST. MT. HOPE CHURCH
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
PROP. MAIN TRACK #2
EXIST. MAIN TRACK #1 /
GUARDRAIL (TYP.)
MARKERS WITH
INSTALL END OF ROAD
(BY NS)
PROP. MAIN TRACK #1
(DO NOT DISTURB)
DRIVE TO REMAIN
PAD & ASPHALT
EXIST. CONCRETE
TES TES
TES TES

0.00’
-M2- +82.19
34.23’
-M2- +82.17
35.98’
-M2- +72.80
0.00’
-M2- +72.81
35.70’
-M2- +44.42
BE RESET BY NCRR
EXIST. FENCE TO
BY NS
TO BE REMOVED
CROSSING SIGNALS
AND RR GRADE
EXIST. CROSSING ARMSBY NSTO BE REMOVED
EXIST. GRADE CROSSING
PAVEMENT WITHIN 10’ OF
HH
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AATURAATUR
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SEE DETAIL 1
SPEC LAT BASE DITCH
(PLAN SHEET 3-B)
SEE DETAIL 10
SPEC LAT BASE DITCH
BEFORE WETLAND
DAYLIGHT DITCH
(PLAN SHEET 3-B)
SEE DETAIL 1
SPEC LAT BASE DITCH
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WELDED STEEL
PROP. 36"
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
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FT
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= 15.6
= 500
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= 1.6
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CLEARING
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2020
2020
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3030
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5050
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6060
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7070
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3/11/2013
P-5206B_Hyd_prm_wet_XPL2.dgn
User: jdalton
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Page 1of 1
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STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1 P-5206C
ROWAN COUNTY

GRADING, DRAINAGE, PAVING, STRUCTURE

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
AND HIGHWAYSTRACK & RAIL GRADING
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LOCATION:
TYPE OF WORK:
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
RAIL ENGINEER
JULY 16, 2013
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
LEONARD FLETCHER, PE, PLS
JIMMY TERRY, PE
RIGHT OF WAY DATE:
ENGINEER
HYDRAULICS
SIGNATURE:
SUBMITTAL:
DATE:
P.E.
SIGNATURE:
P.E.
LETTING DATE:
PROJECT LENGTH
25 50 10050
25 5050
5 10
0
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0
0
00
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GRAPHIC SCALES
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100
10 20
TGS
ENGINEERS
VICINITY MAP
52000.1.STR07T1B
SOUTH CHURCH ST.
-Y6- SR 1337
EAST CENTERVIEW ST.
-Y7-
EAST THOM ST
-Y8- SR 1232
EURY RD
-Y9- SR 1220
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LANDIS CITY LIMIT
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:
STA. -M1C- 9218+02.82 AH
STA. -M2C- 9218+02.82 AH
STA. -M1D- 9450+39.03 AH
BEGIN BRIDGE
-MAIN TRACK 1- STA. -M1C- 9403+90.42
END BRIDGE
-MAIN TRACK 1- STA. -M1C- 9405+20.69
RIGHT OF WAY PLANS
-M2C- STA. 9277+97.00 AH
-M2C- STA. 9277+98.49 BK=
-M1C- STA. 9278+00.00 AH
-M1C- STA. 9278+01.49 BK=
NCRR/NS MAINLINE REID TO NORTH KANNAPOLIS
RAILROAD ROADBED (MP 337.0 TO MP 348.3)
52000.1.STR08T3 R/W & UTIL.
4
5
6
7 8 9
1
0
11
12 13
14
15
16
17
18
19
2
0 21
CURB AND GUTTER, RETAINING WALLS, AND SIGNALS
MAIN TRACK 2 STA. -M2B- 9218+01.63 BK =
MAIN TRACK 1 STA. -M1B- 9218+00.00 BK =
BEGIN TIP PROJECT P-5206C
END TIP PROJECT P-5206B
-NC152-
AUGUST 31, 2012
LENGTH OF STRUCTURE TIP PROJECT
LENGTH OF RAIL TIP PROJECT
=0.025 MILES
=4.369 MILES
AUGUST 31, 2012
MAIN TRACK 2 STA. -M2C- 9449+97.71 BK =
SERVICE RD.
-SVC-18A
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF CHINA GROVE AND LANDIS.
NORTH CHAPEL ST.
-Y44- SR 1242
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-Y10-
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-Y10- STA. 10+08.00
END CONSTRUCTION
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BEGIN CONSTRUCTION
-Y7- STA 10+30.00
END CONSTRUCTION
-Y7- STA 14+10.00
BEGIN CONSTRUCTION
-Y6- STA 12+31.00
END CONSTRUCTION
-Y6- STA 16+20.00
BEGIN CONSRUCTION
-SVC- STA 10+55.00
CORP. LICENSE NO. : C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE STREET
TGS ENGINEERS
MAIN TRACK 1 STA. -M1C- 9450+00.00 BK =
BEGIN TIP PROJECT P-5206D
END TIP PROJECT P-5206C
STA. -M2D- 9450+39.03 AH
A
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152
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342
341
343
344
N SR S 2007
N A D 83/
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:

SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS

D
E
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OF TRA N SPORT
A
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NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345

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EXIST. GROUND
EXIST. TOP OF RAIL
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JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 2
1"=50’ Horiz., 1"=10’ Vert.
ROADBED FROM -M2- STA. 9224+00.00 TO -M2- STA. 9238+00.00
& -M2- PROFILE
780
790
800
810
820
830
840
850
780
790
800
810
820
830
840
850
9224 9225 9226 9227 9228 9229 9230 9231 9232 9233 9234 9235 9236 9237 9238
MAIN TRACK 2
P-5206C - REID TO NORTH KANNAPOLIS
(
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FOR TRACK GEOMETRY DATA SEE
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
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SEE SHEET 22 FOR -M1C- GRADE
5
CORP. LICENSE NO. : C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
SITE 1
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
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DENOTES EXCAVATION
9
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3
0
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2
3
5
-M1C-
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-M1C-PINC 9232+38.21
-M2C- PINC 9232+38.21
DRIVE
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BM#8
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
C
MP
12
"
8
18
.8
8
8
19
.2
6
8
19
.6
8
8
2
0
.0
6
8
2
0
.4
8
8
2
0
.8
6
8
2
1.3
4
8
2
1.7
2
8
2
2
.11
8
2
2
.5
2
8
2
2
.9
5
8
2
3
.4
2
8
2
4
.0
5
8
2
4
.6
2
EXIST. GROUND
EXIST. TOP OF RAIL
1C
2C
3C
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL A
TAIL DITCH
RETAIN
DDE = 20 CY
TAIL DITCH -M1C- STA. 9228+00 LT
2:
1 D
B
( Not to Scale)
2:1
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
FROM -MC1- STA. 9235+10 TO STA. 9246+50, LT
SEE DETAIL ’C’
(SEE SHEETS 22 & 23 FOR GRADE)
HUBBARD WILLARD R & WF HUBBARD WILLIE S
GRANT HATTIE MAE WILLIAMS MAMIE NEELY WILLIAMS ROY EDWARD
PROPST SAM JONES
NESBIT HAZEL MCCREE
GRANT HATTIE MAE
HOG HILL QUEEN INC
HARDING BOBBIE
HARDING WALTER
ADRIANA M HERNANDEZ
WF PATTERSON
ROBERT SAMUEL &
PATTERSON
APPROX. LOCATION
PROPERTY LINES
BROWN BARRY T
GRIER LOUISE HEIRS
WILLIAMS ROY EDWARD
WILLIAMS MAMIE NEELY
APPROX. LOCATION
PROPERTY LINES
APPROX. LOCATION
PROPERTY LINES
VIOLA G
BROWN
NSRS 2007
NAD 83/
FF F F F F F F F F F F F F F F F F F
F F F F F
C C
C C C C C
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:

SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS

D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345

$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 2
1"=50’ Horiz., 1"=10’ Vert.
ROADBED FROM -M2- STA. 9224+00.00 TO -M2- STA. 9238+00.00
& -M2- PROFILE
780
790
800
810
820
830
840
850
780
790
800
810
820
830
840
850
9224 9225 9226 9227 9228 9229 9230 9231 9232 9233 9234 9235 9236 9237 9238
MAIN TRACK 2
P-5206C - REID TO NORTH KANNAPOLIS
(
P
R
O
P
O
S
E
D

T
/
R
)
(
E
X
I
S
T
I
N
G

T
/
R
)
8
18
.4
0

FOR TRACK GEOMETRY DATA SEE
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H

T
O

S
H
T
.

4
M
A
T
C
H

LI
N
E

S
T
A
.

-
M
2
-

9
2
2
4
+
0
0
.
0
0
M
A
T
C
H

T
O

S
H
T
.

6
M
A
T
C
H

LI
N
E

S
T
A
.

-
M
2
-

9
2
3
8
+
0
0
.
0
0
SEE SHEET 22 FOR -M1C- GRADE
5
CORP. LICENSE NO. : C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
SITE 1
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
E E IN WETLAND
DENOTES EXCAVATION
805
806
807
8
0
7
8
0
8
808
808
808
8
0
8
8 0 9
809
809
809
809
809
809
809
809
809
8
1
0
810
810
8
10
8
1
0
810
8
10
8
1
0
810
810
810
810
810
810
8
10
810
810
810
810
810
8
11
811
811
8
11
811
811
8
1
1
811
811
8
1
1
811
811
811
8
11
811
8
11
811
811
8
12
8 12
812
812
8
1
2
812
812
812
812
8
1
2
812
8
1
2
812
8
1
2
812
8
1
2
812
8
13
813 813
813
813
813
813
813
813
813
813
813
813
8
1
3
8
13
813
813
814
814
814
814
8
1
4
814
814
814
8
1
4
814
814
814
814
814
814
814
814
814
814
814
8
1
4
814
814
8
14
8
14
814
814
814
8
14
814
814
815
815
815
815
815
815 815
815
815
815
815
815
815 815 815
815 815
815
815
815
8 15
815
815
815
815
815 815
815
815
815
815
815
815
815
815
815
815
8
1
5
815
815
815
815
815
815
8
15
815
815
8
1
5
815
815
815
816
816
816
816
816
816
816
816
816
816 816
816
816 816
816
816
816
8
16
8
16
816
8
1
6
816
816 816
816
816
816
816
816
816
8
16
8
16
816
8
1
6
816
816
816
816
816
817
817
817
817
817
817
817
817
817
817
817 817
817
817 817
817
817
817
8
17
817
817
817
817
817
817
8
1
7
817
817
8
1
7
817
817
818
818
818
818818
818818818
818
818
818
818
818
818 818 818 818
818
818
8
18
8
1
8
818
8
18
818
818
818
8
18
818818
818
818
818
818
818
819
819
819
819
819
819
819
819
819
819
819 819 819
819
819
8
19
819819
819
819
819
819
8
19
819
819
819
819
819
820
820
820
820
820
8
20
820820820
820
8
20
820
820 820 820
820 820 820 820 820 820
820 820
820
820
820
8
2
0
820820820
820
820
820
820820
820
820 820
820
820 820
821
821
821821
821
821
821 821
821
821
821
821
821
821
821
821
822
822
822
822
822
822
822
822
822
822
823
823
823
824
9
2
2
5
9
2
3
0
9
2
3
5
-M1C-
-M2C-
-M1C-PINC 9232+38.21
-M2C- PINC 9232+38.21
DRIVE
8’ GRAVEL
HH
HH HH HH
SENSOR
"WILD"
SENSOR
"WILD" EOI
AATUR AATUR
EOI
1SFD
S
7
2
"
W
D CONC
W
W
GUY
POND
HTR
WD
9’ GR
GR
BB
W
8’
S
OI
L
ETHEL LN 10’ GR
W/LT
WD
V
A
R

C
O
N
C
10’ GR
1
0
’
G
R
WET AREA
1SF
G
BLK
ELEV. 818.89’
85.59’ RT
-BL- STA. 247+68.92
BM#8
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
C
MP
12
"
8
18
.8
8
8
19
.2
6
8
19
.6
8
8
2
0
.0
6
8
2
0
.4
8
8
2
0
.8
6
8
2
1.3
4
8
2
1.7
2
8
2
2
.11
8
2
2
.5
2
8
2
2
.9
5
8
2
3
.4
2
8
2
4
.0
5
8
2
4
.6
2
EXIST. GROUND
EXIST. TOP OF RAIL
1C
2C
3C
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL A
B=2 Ft.
Min. D=1 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL A
TAIL DITCH
RETAIN
DDE = 20 CY
TAIL DITCH -M1C- STA. 9228+00 LT
2:
1 D
B
( Not to Scale)
2:1
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
FROM -MC1- STA. 9235+10 TO STA. 9246+50, LT
SEE DETAIL ’C’
(SEE SHEETS 22 & 23 FOR GRADE)
HUBBARD WILLARD R & WF HUBBARD WILLIE S
GRANT HATTIE MAE WILLIAMS MAMIE NEELY WILLIAMS ROY EDWARD
PROPST SAM JONES
NESBIT HAZEL MCCREE
GRANT HATTIE MAE
HOG HILL QUEEN INC
HARDING BOBBIE
HARDING WALTER
ADRIANA M HERNANDEZ
WF PATTERSON
ROBERT SAMUEL &
PATTERSON
APPROX. LOCATION
PROPERTY LINES
BROWN BARRY T
GRIER LOUISE HEIRS
WILLIAMS ROY EDWARD
WILLIAMS MAMIE NEELY
APPROX. LOCATION
PROPERTY LINES
APPROX. LOCATION
PROPERTY LINES
VIOLA G
BROWN
NSRS 2007
NAD 83/
FF F F F F F F F F F F F F F F F F F
F F F F F
C C
C C C C C
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:

SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS

D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345

$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TRACK & RAIL GRADING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 3
1"=50’ Horiz., 1"=10’ Vert.
850
790
800
810
820
830
840
850
MAIN TRACK 2
ROADBED FROM -M2- STA. 9396+00.00 TO -M2- STA. 9410+00.00
& -M2- PROFILE

FOR TRACK GEOMETRY DATA SEE
790
800
810
820
830
840
850
9396 9397 9398 9399 9400 9401 9402 94079406940594049403 9408 9409 9410
P-5206C - REID TO NORTH KANNAPOLIS
8
3
6
.2
0
(
E
X
I
S
T
I
N
G

T
/
R
)
(
P
R
O
P
O
S
E
D

T
/
R
)
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H

T
O

S
H
T
.

1
7
M
A
T
C
H

L
I
N
E

S
T
A
.

-
M
2
-

9
3
9
6
+
0
0
.
0
0
M
A
T
C
H

T
O

S
H
T
.

1
9
M
A
T
C
H

LI
N
E

S
T
A
.

-
M
2
-

9
4
1
0
+
0
0
.
0
0
18
SEE SHEET 29 FOR -M1C- GRADE
SEE SHEET 15A FOR -Y10- PLAN
SEE SHEET 32 FOR -Y10- GRADE
ELEV. = 827.38’
110.80’ RT OF -M2C- STA 9403+33.51
BM#14 RR SPIKE IN SOUTH ROOT OF 30" OAK
8
3
6
.
6
0
8
3
1
.
4
6
-Y10- STA. 12+25.00
-Y10- STA. 15+60.00
CONSTRUCTION
KIMBALL RD EXT
SEE SHEET 18A FOR
SEE SHT 2-G FOR CLOSURE DETAIL.
PAVEMENT REMOVAL
CORP. LICENSE NO. : C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT
= 100
= 117
= 809.65
= 117
= 809.65
= 54.0
-M2C- Sta. 9407+44
SEE SHEET 18A
SEE SHEET 18A
S
E
E

S
H
E
E
T

1
8
A
T
E
M
P
O
R
A
R
Y

C
O
N
S
T
R
U
C
T
I
O
N

E
A
S
E
M
E
N
T

R
E
V
IS
E
D

O
N

P
A
R
C
E
L
3
3
C

D
U
E

T
O

A
D
D
I
T
I
O
N

O
F

P
R
O
P
O
S
E
D

B
E
R
M

D
I
T
C
H
.
T
D
E

A
T

S
T
R
E
A
M

O
U
T
LE
T

R
E
V
IS
E
D

T
O

P
D
E

A
N
D

R
E
D
U
C
E
D

T
O

E
LIM
IN
A
T
E

P
D
E

O
N

D
U
K
E

R
IG
H
T

O
F

W
A
Y

P
E
R

N
C
D
O
T

R
A
I
L
D
I
V
I
S
IO
N
.
N
C
D
O
T

T
O

A
C
Q
U
I
R
E

R
I
G
H
T

O
F

W
A
Y

O
N

P
A
R
C
E
L
3
2
C

F
O
R

N
C
R
R
.

N
O
T
E
S

R
E
M
O
V
E
D

A
N
D

P
E
R
M
A
N
E
N
T

R
A
I
LR
O
A
D

P
R
O
P
E
R
T
Y

A
D
D
E
D
.

D
A
T
E
:

N
O
V
E
M
B
E
R

1
9
,

2
0
1
2
R
IG
H
T

O
F

W
A
Y

R
E
V
I
S
I
O
N
S
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
(-)0.3775%
(-)0.3775%(-)0.3775%
LC -Y10-
8
3
6
.
6
0
8
3
6
.
2
2
8
3
5
.
8
5
8
3
5
.
4
7
8
3
5
.
0
9
8
3
4
.
7
1
8
3
4
.
3
4
8
3
3
.
9
6
8
3
3
.
5
8
8
3
3
.
2
0
8
3
2
.
8
3
8
3
2
.
4
5
8
3
2
.
0
7
8
3
1
.
7
1
8
2
9
.7
9
8
2
9
.7
8
8
2
9
.8
7
8
3
0
.5
9
8
3
0
.14
8
3
1.17
8
3
2
.9
4
8
3
2
.3
4
8
3
1.7
6
8
3
3
.6
1
8
3
4
.19
8
3
5
.14
8
3
4
.6
8
8
3
5
.6
6
E
N
D

B
R
I
D
G
E
-
M
2
C
-

S
T
A
. 9
4
0
5
+
17
.0
0
B
E
G
I
N

B
R
I
D
G
E
-
M
2
C
-

S
T
A
. 9
4
0
3
+
8
6
.7
3
END DITCH GRADE LT
-M2C- STA. 9400+00 EL 828.64
VPC 9408+45.00
TOP OF RAIL EL 831.90
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
PI DITCH GRADE RT
-M2C- STA. 9401+00 EL 827.72
(-) 0.4000% (RT)
(-) 0.4000% (LT)
(-) 0.4000%
END DITCH GRADE RT
-M2C- STA. 9407+40 EL 804.30
(.750 THICK)
PROP. 54" WELDED STEEL
PLUG & FILL
CULVERT
CONC & STONE
EXIST. 24"X24"
(-) 0.4000%
BEG DITCH GRADE RT
-M2C- STA. 9405+15
EL 805.20
(-
)
3
.2300%
PI DITCH GRADE RT
-M2C- STA. 9403+00 EL 821.26
END DITCH GRADE RT
-M2C- STA. 9403+63 (60.1’ RT) EL 821.00
BASE OF RAIL TO
TOP OF STRUCTURE=
23.17FT
TO BE REMOVED
EXISTING TRACKBED
9
4
10
9
4
0
0
-M1C-TS 9401+34.62
-M2C-TS 9401+13.16
-M1C-SC 9402+58.62
-M2C-SC 9402+37.16
-M1C-
-M2C-
-M1C-CS 9405+71.23
-M1C-ST 9406+95.23
-M2C-ST 9407+04.96
-M2C-CS 9405+80.96
-
Y
1
0
-

K
i
m
b
a
l
l

R
d

E
x
t
DISTURB
DO NOT
(SEE SHEET 18A)
BRIDGE
PROPOSED RAILROAAD
TES TES
TES
TES
HH
HHH
H
T
BUNGALOW
AATUR
AATUR EOI
18" RCP
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
CEMETERY
WD POSTS
BST
2SBKCH
GUY
12" RCP
12" RCP
60" C
H
L
E
U
D
Y
R
D

S
R

12
2
0

17
’
B
S
T
8
4
" GR
9’ GR
12" RCP
12"RCP
15"RCP
36
" C
O
N
C
48" C
O
N
C
7
2"
C
ONC
7
2"
CONCC
O
N
C
15
"
R
C
P
H
A
Z
E
L

S
T
6
0
"C
H
L
S
T
O
WE
R
W/LT
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOODR
C
P
12
"
18"RCP
CROSS ARM
CROSS ARM
SIG
SIG
GATE
CABLE
GATE
CABLE
OHU LINE
O
H
U
L IN
E
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
60" C
H
L
15
"
R
C
P
6
0
"C
H
L
S
T
O
WE
R
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOOD
GATE
CABLE
S
PB 9995 PG 617
DB 1163 PG 479
TAMMY U ERVIN
MICHAEL E &
DB 1091 PG 1
DEVELOPMENT LLC
CRAFT
EA
SE M EN
T
D
U
K
E PO
W ER
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
PI Sta 13+36.76
D
L = 156.83’
T = 80.70’
R = 270.00’
PI Sta 11+53.08
D
L = 113.50’
T = 56.99’
R = 500.00’
-Y9-
-Y9-PT 12+09.58
-Y9-PC 12+56.07
-Y9- PT 14+12.90 13+TES TES
TES
TES
-Y44- P
O
C

12
+
15
.0
0

-Y10- PO
T

10
+
0
0
.0
0
-
Y4
4
-

P
C

10
+
7
1.2
6
-
Y4
4
-

P
O
T

10
+
0
0
.0
0
-Y9-POT 10+00.00
-Y9-PC 10+96.08
TO BE REMOVED
AT-GRADE CROSSING
EXISTING EUDY RD.
SAWCUT.
MINIMUM OF 5’ FROM
GUARDRAIL FACE A
END SECTIONS. SET
WITH TWO TERMINAL
INSTALL GUARDRAIL
SAWCUT.
MINIMUM OF 5’ FROM
SET GUARDRAIL FACE A
TERMINAL END SECTIONS.
INSTALL GUARDRAIL WITH TWO
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EUDY RD.
ABANDON
EUDY RD.
ABANDON
SEE DETAIL ’L’
REMOVE
REMOVE
REMOVE
DRAIN
GRADE TO
DRAIN
GRADE TO
HW
HW
P
P
R
E
T
A
I
N
EST. 60 SY
FILTER FABRIC
EST. 40 TONS
CLASS I RIP RAP
TRANSITION
CUT TO FILL
C
L
B

R
IP

R
A
P
C
B
N
S
S
G
2
G
I
PLUG & FILL
EST: 30 SY
FILTER FABRIC
EST: 15 TONS
CL I RIP RAP
SEE DETAIL N
FALSE SUMP
FROM -L- STA. 9405+15 TO STA. 9407+40, RT
B
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
2:
1
SEE DETAIL ’C’
EST: 62 SY
FILTER FABRIC
EST: 33 TONS
CL I RIP RAP
EXISTING TRACK
25’ FROM CENTERLINE OF
SHALL BE USED AT A MIN.
TRENCHLESS INSTALLATION
(0.750" THICK)
54" WELDED STEEL
SEE DETAIL ’O’
HW
1
5
"

R
C
P
-
I
V

C
B
2
E
L
B
O
W
S
3
0"
C
S
P
W/
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9391+00 TO STA. 9403+63, RT
S
EEXS-
S
E
C
T Slope
Ditch
Front
2:1
D
B
40:1
B= SEE XS-SECT
Min. D= 1Ft.
Ground
Natural
( Not to Scale)
DETAIL L
B
2:12:
1
( Not to Scale)
STANDARD BASE DITCH
DETAIL O
Ground
Natural
Ground
Natural
-M1C- STA. 9407+56, LT
2:1
40:1
XS-SECT
( Not to Scale)
SEE SEE XS-SECT
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9407+50 TO STA. 9416+50, RT
Slope
Ditch
Front
2:1
Ground
Natural
( Not to Scale)
DETAIL R
SEE XS-SECT
6’
VAR.
SEE DETAIL ’R’
HW
30" RCP-III
SEE DETAIL ’Q’
36" RCP-III
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
2:1
DETAIL E
B= 5 Ft.
Min. D= 1Ft.
FROM -MC2-STA. 9387+00 TO STA. 9400+00, LT
Slope
Ditch
FrontGround
Natural
SEE DETAIL ’E’
SEE DETAIL ’L’
DDE=50 CY
B= 5 Ft.
S
E
E

D
E
TA
IL
’
P
’
S
E
C
T
IO
N

X-
X
(APPROXIMATE LOCATION)
PURCHASED BY NCRR
RIGHT OF WAY SHOWN
30C
31C
43C
PRP PRP
PRP PRP
PRP
CH OF CHRIST MT ZION UN
OF CHINA GROVE
CH LUTHERAN CHAPEL
CH LUTHERAN CHAPEL
APPROX. LOCATION
PROPERTY LINES N
S
RS
2
0
0
7
N
AD
8
3
/
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F F F F
F
F F F
C
C
F
C
C
C C C
C
C C C C C
F F
C
C
C
C
C
C
C
PROJECT
TITLE
LOCATION
VAL SEC
DATE
RAILROADDGN BY
DWN BY
CHK BY
PREPARED BY:

SCALE
NO.BY DATE REVISION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS

D
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ED
E
P
A
R
T
M
N
T
OF TRA N SPORT
A
T
I
O
N
S
T
A
T EOFNORTH
C
AROLI
N
A
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
E
MILE POST
MP 341 TO MP 345

$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
DRAWING
TRACK & RAIL GRADING
TGS
ENGINEERS
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
FROM MP 341 TO EAST OF MILE POST 345
JLT
SGM
LGF
NORTH CAROLINA RR & NORFOLK SOUTHERN RR
V-8/ 3
1"=50’ Horiz., 1"=10’ Vert.
850
790
800
810
820
830
840
850
MAIN TRACK 2
ROADBED FROM -M2- STA. 9396+00.00 TO -M2- STA. 9410+00.00
& -M2- PROFILE

FOR TRACK GEOMETRY DATA SEE
790
800
810
820
830
840
850
9396 9397 9398 9399 9400 9401 9402 94079406940594049403 9408 9409 9410
P-5206C - REID TO NORTH KANNAPOLIS
8
3
6
.2
0
(
E
X
I
S
T
I
N
G

T
/
R
)
(
P
R
O
P
O
S
E
D

T
/
R
)
NOTE: ALL TRACKWORK WILL BE PERFORMED BY OTHERS.
M
A
T
C
H

T
O

S
H
T
.

1
7
M
A
T
C
H

L
I
N
E

S
T
A
.

-
M
2
-

9
3
9
6
+
0
0
.
0
0
M
A
T
C
H

T
O

S
H
T
.

1
9
M
A
T
C
H

LI
N
E

S
T
A
.

-
M
2
-

9
4
1
0
+
0
0
.
0
0
18
SEE SHEET 29 FOR -M1C- GRADE
SEE SHEET 15A FOR -Y10- PLAN
SEE SHEET 32 FOR -Y10- GRADE
ELEV. = 827.38’
110.80’ RT OF -M2C- STA 9403+33.51
BM#14 RR SPIKE IN SOUTH ROOT OF 30" OAK
8
3
6
.
6
0
8
3
1
.
4
6
-Y10- STA. 12+25.00
-Y10- STA. 15+60.00
CONSTRUCTION
KIMBALL RD EXT
SEE SHEET 18A FOR
SEE SHT 2-G FOR CLOSURE DETAIL.
PAVEMENT REMOVAL
CORP. LICENSE NO. : C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT
= 100
= 117
= 809.65
= 117
= 809.65
= 54.0
-M2C- Sta. 9407+44
SEE SHEET 18A
SEE SHEET 18A
S
E
E

S
H
E
E
T

1
8
A
T
E
M
P
O
R
A
R
Y

C
O
N
S
T
R
U
C
T
I
O
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E
A
S
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M
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N
T

R
E
V
IS
E
D

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P
A
R
C
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L
3
3
C

D
U
E

T
O

A
D
D
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I
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IS
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C
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D

T
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LIM
IN
A
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E

P
D
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D
U
K
E

R
IG
H
T

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F

W
A
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A
C
Q
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T

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A
Y

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A
R
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L
3
2
C

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O
R

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R
.

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T
E
S

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E
M
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D

A
N
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P
E
R
M
A
N
E
N
T

R
A
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LR
O
A
D

P
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Y

A
D
D
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D
.

D
A
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:

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O
V
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M
B
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1
9
,

2
0
1
2
R
IG
H
T

O
F

W
A
Y

R
E
V
I
S
I
O
N
S
SITE 3
S S SURFACE WATER
DENOTES IMPACTS IN
(-)0.3775%
(-)0.3775%(-)0.3775%
LC -Y10-
8
3
6
.
6
0
8
3
6
.
2
2
8
3
5
.
8
5
8
3
5
.
4
7
8
3
5
.
0
9
8
3
4
.
7
1
8
3
4
.
3
4
8
3
3
.
9
6
8
3
3
.
5
8
8
3
3
.
2
0
8
3
2
.
8
3
8
3
2
.
4
5
8
3
2
.
0
7
8
3
1
.
7
1
8
2
9
.7
9
8
2
9
.7
8
8
2
9
.8
7
8
3
0
.5
9
8
3
0
.14
8
3
1.17
8
3
2
.9
4
8
3
2
.3
4
8
3
1.7
6
8
3
3
.6
1
8
3
4
.19
8
3
5
.14
8
3
4
.6
8
8
3
5
.6
6
E
N
D

B
R
I
D
G
E
-
M
2
C
-

S
T
A
. 9
4
0
5
+
17
.0
0
B
E
G
I
N

B
R
I
D
G
E
-
M
2
C
-

S
T
A
. 9
4
0
3
+
8
6
.7
3
END DITCH GRADE LT
-M2C- STA. 9400+00 EL 828.64
VPC 9408+45.00
TOP OF RAIL EL 831.90
EXIST. GROUND
EXIST. TOP OF RAIL
PROP. TOP OF RAIL
PI DITCH GRADE RT
-M2C- STA. 9401+00 EL 827.72
(-) 0.4000% (RT)
(-) 0.4000% (LT)
(-) 0.4000%
END DITCH GRADE RT
-M2C- STA. 9407+40 EL 804.30
(.750 THICK)
PROP. 54" WELDED STEEL
PLUG & FILL
CULVERT
CONC & STONE
EXIST. 24"X24"
(-) 0.4000%
BEG DITCH GRADE RT
-M2C- STA. 9405+15
EL 805.20
(-
)
3
.2300%
PI DITCH GRADE RT
-M2C- STA. 9403+00 EL 821.26
END DITCH GRADE RT
-M2C- STA. 9403+63 (60.1’ RT) EL 821.00
BASE OF RAIL TO
TOP OF STRUCTURE=
23.17FT
TO BE REMOVED
EXISTING TRACKBED
9
4
10
9
4
0
0
-M1C-TS 9401+34.62
-M2C-TS 9401+13.16
-M1C-SC 9402+58.62
-M2C-SC 9402+37.16
-M1C-
-M2C-
-M1C-CS 9405+71.23
-M1C-ST 9406+95.23
-M2C-ST 9407+04.96
-M2C-CS 9405+80.96
-
Y
1
0
-

K
i
m
b
a
l
l

R
d

E
x
t
DISTURB
DO NOT
(SEE SHEET 18A)
BRIDGE
PROPOSED RAILROAAD
TES TES
TES
TES
HH
HHH
H
T
BUNGALOW
AATUR
AATUR EOI
18" RCP
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
CEMETERY
WD POSTS
BST
2SBKCH
GUY
12" RCP
12" RCP
60" C
H
L
E
U
D
Y
R
D

S
R

12
2
0

17
’
B
S
T
8
4
" GR
9’ GR
12" RCP
12"RCP
15"RCP
36
" C
O
N
C
48" C
O
N
C
7
2"
C
ONC
7
2"
CONCC
O
N
C
15
"
R
C
P
H
A
Z
E
L

S
T
6
0
"C
H
L
S
T
O
WE
R
W/LT
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOODR
C
P
12
"
18"RCP
CROSS ARM
CROSS ARM
SIG
SIG
GATE
CABLE
GATE
CABLE
OHU LINE
O
H
U
L IN
E
TOP=806.23’
12’CONC HW
TOP=809.56’
30"CONC HW
&STONE CULVERT
24"x24" CONC
60" C
H
L
15
"
R
C
P
6
0
"C
H
L
S
T
O
WE
R
C
HIN
A
G
R
O
V
E
C
IT
Y
L
IMIT
ROWAN COUNTY
LANDIS CITY LIMIT
FOUNDATION
BLK
CANOPY
WOOD
GATE
CABLE
S
PB 9995 PG 617
DB 1163 PG 479
TAMMY U ERVIN
MICHAEL E &
DB 1091 PG 1
DEVELOPMENT LLC
CRAFT
EA
SE M EN
T
D
U
K
E PO
W ER
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
7
9
9
7
9
9
800
8
0
0
801
8
0
1
802
8
0
3
8
0
3
804
804
804
80
4
8 0 5
805
805
8
0
5
8
0
5
805
805
80
5
805
805
8
0
5
8
0
5
8 0 6
8
0
6
806
806
8
0
6
806
8
0
6
8
0
6
8
0
7
8
0
7
807
807
8
0
7
807
808
808
808
808
8
0
8
808
808
809
8
0
9
809
809
809
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8
0
9
809
8
0
9
8
1
0
810
8
1
0
8
10
810
8
10
810
8
1
0
810
8
1
0
810
8
10
8
1
0
810
810
810
810 810
8
1
0
810
8
10
8
1
0
811
811
811
8
11
8
11
811
811
811
811
811
8
11
8
1
1
8
1
2
812
812
8
12
812
812
812 8
1
2
812
812
812
8
12
8
1
2
813
813
813
813
813
813
813
813
813
813
8
1
4
814
814
814
8
14
814
814
8
1
4
814
814
814 814
8
1
4
8
1
5
8
1
5
815 8
15
815
8
1
5
815
815 815 815
815
8
15
8
15
815
815
8
15
8
15
815
815
8
15
8
1
5
815
815
815
8
15
8
15
815
8
16
816
8
16
816 816
816
8
1
6
816
816
816
817 817
817
817
817
817
8
17
8
1
7
8
1
7
8
1
8
818
818
818
818
818
818
818818
8
1
9
819
819
8
1
9
819
819
8
1
9
819
8
2
0
8
2
0
820
820
820
820
820
820
820 820
820
820
820
820
8
2
0
820
820820
821
821
821
821
821
821
821
821821
822
822
822
822
822
822
8
2
2
822822
8
2
3
823
823
823
823
823
823
823
8
2
3
823
824
824
824
824
824 824
824824
824
8
2
4
8
2
5
8
2
5
825
825 825 825
825
825 825 825 825
825825825
825825
825825
8
2
5
8
2
5
82
6
826
826
826
826 826
826826
826
826
826
827
827
827
827
827
827
827827
827827
8
2
7
827
8
2
8
828
828
828
828 828
828
828
828
828
8
2
8
828
829
829
829
829
829 829
829829
829
829
829
8
2
9
8
2
9
8
2
9
8
3
0
830
830
830
830
830
830
830
830 830
830830
830
830
830830
830
8
3
0
830
8
3
0
830
830
830
8
3
1
8
3
1
831
831
831
831
831
831
831
831
831
831
831
8
3
1
832
832
8
3
2
832
832
832
8
3
2
832
8
3
2
832
832
832
832
832
832
832
8
3
2
8
3
2
8
3
3
833
8
3
3
833
833
833
833
833
833
8
3
3
833
833
833
833
833
8
3
3
8
3
3
834
834
8
3
4
834
834
834
834
834
834
8
3
4
8
3
4
834
834
8
3
5
835
835
8
3
5
835
835
835
835835
835 835
8
3
5
835835
835
835
835
8
3
5
835
8
3
5
835
8
3
5
8
3
6
836836
836
836
836
836
836
8
3
6
8
3
7
837
837
8
3
7
837
8
3
7
837
837
837
838
8
3
8
8
3
8
838
8
3
8
8
3
8
8
3
8
838
8
3
8
839
8
39
839
8
3
9
8
3
9
8
3
9
839
839
840840840
8
4
0
8
4
0
840
840 840
840
840
840
8
4
0
8
4
1
841
841
841
8
4
1
841
841
8
4
1
8
4
1
841
8
4
1
842
842
842
842
842
84
3
8
4
3
843
8
4
4
844
844
844
PI Sta 13+36.76
D
L = 156.83’
T = 80.70’
R = 270.00’
PI Sta 11+53.08
D
L = 113.50’
T = 56.99’
R = 500.00’
-Y9-
-Y9-PT 12+09.58
-Y9-PC 12+56.07
-Y9- PT 14+12.90 13+TES TES
TES
TES
-Y44- P
O
C

12
+
15
.0
0

-Y10- P
O
T

10
+
0
0
.0
0
-
Y4
4
-

P
C

10
+
7
1.2
6
-
Y4
4
-

P
O
T

10
+
0
0
.0
0
-Y9-POT 10+00.00
-Y9-PC 10+96.08
TO BE REMOVED
AT-GRADE CROSSING
EXISTING EUDY RD.
SAWCUT.
MINIMUM OF 5’ FROM
GUARDRAIL FACE A
END SECTIONS. SET
WITH TWO TERMINAL
INSTALL GUARDRAIL
SAWCUT.
MINIMUM OF 5’ FROM
SET GUARDRAIL FACE A
TERMINAL END SECTIONS.
INSTALL GUARDRAIL WITH TWO
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EXISTING CEMENTARY
DO NOT DISTURB
EUDY RD.
ABANDON
EUDY RD.
ABANDON
SEE DETAIL ’L’
REMOVE
REMOVE
REMOVE
DRAIN
GRADE TO
DRAIN
GRADE TO
HW
HW
P
P
R
E
T
A
I
N
EST. 60 SY
FILTER FABRIC
EST. 40 TONS
CLASS I RIP RAP
TRANSITION
CUT TO FILL
C
L
B

R
IP

R
A
P
C
B
N
S
S
G
2
G
I
PLUG & FILL
EST: 30 SY
FILTER FABRIC
EST: 15 TONS
CL I RIP RAP
SEE DETAIL N
FALSE SUMP
FROM -L- STA. 9405+15 TO STA. 9407+40, RT
B
SPECIAL LATERAL BASE DITCH
DETAIL C
Ground
Natural
B=5 Ft.
Min. D=1 Ft.
Slope
Fill
2:
1
SEE DETAIL ’C’
EST: 62 SY
FILTER FABRIC
EST: 33 TONS
CL I RIP RAP
EXISTING TRACK
25’ FROM CENTERLINE OF
SHALL BE USED AT A MIN.
TRENCHLESS INSTALLATION
(0.750" THICK)
54" WELDED STEEL
SEE DETAIL ’O’
HW
1
5
"

R
C
P
-
I
V

C
B
2
E
L
B
O
W
S
3
0"
C
S
P
W/
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9391+00 TO STA. 9403+63, RT
S
EEXS-
S
E
C
T Slope
Ditch
Front
2:1
D
B
40:1
B= SEE XS-SECT
Min. D= 1Ft.
Ground
Natural
( Not to Scale)
DETAIL L
B
2:12:
1
( Not to Scale)
STANDARD BASE DITCH
DETAIL O
Ground
Natural
Ground
Natural
-M1C- STA. 9407+56, LT
2:1
40:1
XS-SECT
( Not to Scale)
SEE SEE XS-SECT
SPECIAL CUT BASE DITCH
FROM -MC2-STA. 9407+50 TO STA. 9416+50, RT
Slope
Ditch
Front
2:1
Ground
Natural
( Not to Scale)
DETAIL R
SEE XS-SECT
6’
VAR.
SEE DETAIL ’R’
HW
30" RCP-III
SEE DETAIL ’Q’
36" RCP-III
2:
1 D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
2:1
DETAIL E
B= 5 Ft.
Min. D= 1Ft.
FROM -MC2-STA. 9387+00 TO STA. 9400+00, LT
Slope
Ditch
FrontGround
Natural
SEE DETAIL ’E’
SEE DETAIL ’L’
DDE=50 CY
B= 5 Ft.
S
E
E

D
E
TA
IL
’
P
’
S
E
C
T
IO
N

X-
X
(APPROXIMATE LOCATION)
PURCHASED BY NCRR
RIGHT OF WAY SHOWN
30C
31C
43C
PRP PRP
PRP PRP
PRP
CH OF CHRIST MT ZION UN
OF CHINA GROVE
CH LUTHERAN CHAPEL
CH LUTHERAN CHAPEL
APPROX. LOCATION
PROPERTY LINES N
S
RS
2
0
0
7
N
AD
8
3
/
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F F F F
F
F F F
C
C
F
C
C
C C C
C
C C C C C
F F
C
C
C
C
C
C
C
FILL IN WETLANDS
SITE 1
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140
150150
150
810 810
815 815
820 820
825 825
830 830
835 835
805 8059226+50.00
810 810
815 815
820 820
825 825
830 830
835 835
805 8059227+00.00
810 810
815 815
820 820
825 825
830 830
835 835
805 8059227+50.00
810 810
815 815
820 820
825 825
830 830
835 835
805 8059228+00.00
810 810
815 815
820
825
830
835
805 805
9228+50.00
X-5P-5206C
-M2C-
5 10
INFORMATIONAL PURPOSE ONLY.
BALLAST AND RAIL ARE SHOWN FOR
E
XIS
T
.

R
R

R
/W
E
XIS
T
.

R
R

R
/W
819.47
- M1C -
STA 9226+50.00
E
XIS
T.

TR
A
C
K
2:1
S.S. 812.65
E
XI
S
T.

R
R

R
/W
E
XIS
T
.

R
R

R
/W
819.68
- M1C -
STA 9227+00.00
E
XI
S
T
.

T
R
A
C
K
2:1
S.S. 811.82
E
XIS
T
.

R
R

R
/W
E
XIS
T.

R
R

R
/W
819.88
- M1C -
STA 9227+50.00
E
XIS
T
.

T
R
A
C
K
2:1
S.S. 811.67
E
XIS
T
.

R
R

R
/W
E
XIS
T
.

R
R

R
/W
820.07
- M1C -
STA 9228+00.00
E
XIS
T.

TR
A
C
K
2:1
S.S. 811.70
E
XIS
T
.

R
R

R
/W
E
XIS
T.

R
R

R
/W
820.31
- M1C -
STA 9228+50.00
E
XIS
T.

T
R
A
C
K
2:1
S.S. 812.06
SITE 2
MECHANIZED CLEARING
FILL IN WETLANDS
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
D
C
N
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140
150150
150
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059234+00.00
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059234+50.00
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059235+00.00
810 810
815 815
820 820
825 825
830 830
835 835
840 840
805 8059235+50.00
X-8P-5206C
-M2C-
5 10
INFORMATIONAL PURPOSE ONLY.
BALLAST AND RAIL ARE SHOWN FOR
E
XIS
T
.

R
R

R
/W
E
XIS
T
.

R
R

R
/W
822.52
- M1C -
STA 9234+00.01
E
XIS
T
.

TR
A
C
K
2:1
S.S. 809.60
E
XIS
T
.

R
R

R
/W
E
XIS
T.

R
R

R
/W
822.72
- M1C -
STA 9234+50.01
E
XIS
T
.

TR
A
C
K
2:1
S.S. 809.40
E
XIS
T.

R
R

R
/W
E
XI
S
T
.

R
R

R
/W
822.96
- M1C -
STA 9235+00.01
E
XIS
T
.

T
R
A
C
K
2:1
S.S. 809.55
E
XIS
T
.

R
R

R
/W
E
XIS
T.

R
R

R
/W 823.23
- M1C -
STA 9235+50.01
E
XIS
T
.

T
R
A
C
K
2:1
809.40
2:
1
S.S. 810.11
(V
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6
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Ro
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2/15/2013P-5206D

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RAIL DIVISION
SITE 1 SITE 2
ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
P.E.
D
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P
A
R
T
ME
N
T
OF TRA N SPORT
A
T
I
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A
T E OF NORTH
C
ARO
LI
N
A
NC DEPARTMENT OF
TRANSPORTATION
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
ENGINEERING AND SAFETY BRANCH
PROJECT LENGTH
RAIL ENGINEER
ENGINEER
HYDRAULICS
P.E.
CN N CCAROLNIA
NORTH
SIGNATURE:SIGNATURE:
SUBMITTAL:
DATE:
0
00
GRAPHIC SCALES
02550 50
50
PLANS
02550
10
PROFILE (HORIZONTAL)
5 0 10 20
PROFILE (VERTICAL)
100
100
OTHER THAN MAIN TRACK
MAIN TRACK
LENGTH OF RAIL TIP PROJECT NC COA No. F-0412
Raleigh, NC 27604 | Tel: [phone]
421 Fayetteville Street, Suite 1303
Camp Dresser & McKee 915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
LOCATION:
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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$
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C
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P
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:
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
D
C
N
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
ROWAN COUNTY
ON THE NCRR/NS MAINLINE
"REID" TO "NORTH KANNAPOLIS"
CONSTRUCTION OF SECOND MAIN LINE TRACK
P
-
5
2
0
6
D
5
2
0
0
0
.
1
.
S
T
R
0
9
T
1
B
TODD H. BUCKNER, PE
P.E.
P-5206D
52000.1.STR09T1B
N
C

G
R
I
D
N
A
D

8
3
/
N
S
R
S

2
0
0
7
VICINITY MAP
4
5
6 7 8 9
12
10
11
0.0 Miles
2.93 Miles
2.93 Miles
Landis
Kannapolis
TO CHARLOTTE
T
O
G
R
E
E
NS
B
O
R
O
NC GRID
NAD 83/NSRS 2007
Cabarrus Co.
DECEMBER 11, 2012
POT Sta. 9565+00.00
TIP PROJECT P-5206D -M1D-
END CONSTRUCTION
POT Sta. 9565+12.10
TIP PROJECT P-5206D -M2D-
END CONSTRUCTION
PROJECT
BEGIN
PROJECT
END
PLFI
TODD H. BUCKNER, PE
JULY 2012
JULY 2013
Sta 9450+00.00
TIP PROJECT P-5206C -M1D-
END CONSTRUCTION
Sta. 9450+39.03
TIP PROJECT P-5206D -M1D-
BEGIN CONSTRUCTION
Sta. 9450+39.03
TIP PROJECT P-5206C -M2D-
END CONSTRUCTION
Sta 9449+97.71
TIP PROJECT P-5206D -M2D-
BEGIN CONSTRUCTION
TYPE OF WORK:
AND CURVE AND SAFETY IMPROVEMENTS, DRAINAGE,
PAVING, UTILITIES, AND SIGNALS
THE TOWN OF LANDIS AND CITY OF KANNAPOLIS.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF
THE LIMITS ESTABLISHED BY METHOD III.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
E. 22ND ST.E. 2OTH ST.
E. 18TH ST.
N. MAIN ST.
E. 29TH ST.
LINDA AVE.
E. MILL ST.
346.0
347.0
348.0
345.0
S LEA
N ORTHCAR
O
L IN
APROFESS
IONA
L
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N
GINEER

034367
RENKCUB .H D
D
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9334
G
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N
REINE
WY
N
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HW.
SEALP
N
A
L
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N. MAIN ST. -YL-
RYDER AVE. -Y12-
CENTRAL AVE. -Y46-
NC GRID
NAD 83
/
NSRS 2007
NC
GRID
NA
D
83/NSRS 2
0
0
7
NC GRID
NAD 83/NSRS 2007
NC
GRID
NA
D 8
3
/NSRS 2007
NC GRID
NA
D

83/
NSRS
20
0
7
NC
GRID
NA
D
83
/NSRS 2007
NC
GRID
NA
D
8
3
/NSRS 2
0
07
NC GRID
NAD 83
/NSRS 20
0
7
NC GRID
NA
D
83/
NSRS
2007
33.90’ LT -M1D-
+31.05
29.59’ LT -M1D-
+74.79
36.56’ LT -M1D-
+63.52
BEGIN WALL
53.50’ LT -M1D-
+97.32
END WALL
46.83’ LT -M1D-
+84.89
34.41’ LT -M1D-
+50.53
98.51’ RT+00.00 -M2D-
130.00’ RT+00.00 -M2D-130.00’ RT+50.00 -M2D-
98.73’ RT+50.00 -M2D-
77D
79D
25D
24D
23D
22D
20D
21D
19D
18D
92D
93D
82D
94D
95D
64.93’ LT
+49.32 -M1D-
65.53’ LT
+34.14 -M1D-
64.06’ LT
+69.56 -M1D-
62.85’ LT
+94.88 -M1D-62.21’ LT
+07.04 -M1D-
59.08’ LT
+59.74 -M1D-
53.01’ LT
+30.61 -M1D-
46.45’ LT
+05.42 -M1D-
29.21’ LT
+39.58 -M1D-
1.19’ RT
+32.27 -M2D-
1.61’ RT
+47.26 -M2D-
2.28’ RT
+67.24 -M2D-
3.23’ RT
+92.21 -M2D-
3.73’ RT
+04.19 -M2D-
6.31’ RT
+56.06 -M2D-
18.72’ LT
+28.22 -M1D-
11.53’ LT
+02.22 -M1D-
18.89’ LT
+02.89 -M1D-
1.82’ LT
+35.62 -M1D-
40.00’ RT
+80.00 -M2D-
55.00’ RT
+80.00 -M2D-
65.00’ RT
+25.00 -M2D-
70.00’ RT
+50.00 -M2D-
70.00’ RT
+10.00 -M2D-
55.00’ RT+60.00 -M2D-15.00’ RT
+85.00 -M2D-
45.00’ RT
+85.00 -M2D-
10.00’ RT
+55.00 -M2D-
30.00’ RT+35.00 -M2D-
35.00’ RT+50.00 -M2D-
35.00’ RT
+15.00 -M2D-
35.00’ RT
+70.00 -M2D-
74.27’ RT+03.89 -M2D-
0.06’ RT+12.23 -M2D-
78.01’ RT+74.70 -M2D-
0.13’ LT+75.88 -M2D-
84D
85D
27.28’ LT+78.36 -M1D-
40.00’ LT+23.18 -M1D-
24.49’ LT+22.88 -M1D-
15.03’ RT+00.17 -M2D-
51.97’ RT+00.21 -M2D-
15.41’ RT+57.21 -M2D-
52.14’ RT+56.98 -M2D-50.59’ RT+04.03 -M2D-
47.26’ RT+74.30 -M2D-
13.52’ RT+18.95 -M2D-
10.25’ RT+73.05 -M2D-
11.09’ RT+02.58 -M2D-
45.96’ LT+92.72 -M1D-
27.85’ LT+92.37 -M1D-
44.54’ LT+66.38 -M1D-
26.42’ LT+66.03 -M1D-
79.58’ LT
+08.49 -M1D-
84.67’ LT
+08.70 -M1D-78.16’ LT
+52.42 -M1D-
72.25’ LT
+44.65 -M1D-
73.17’ LT
+95.80 -M1D-
74.99’ LT
+63.39 -M1D-
74.34’ LT
+10.24 -M1D-
77.51’ LT
+00.89 -M1D-
78.60’ LT
+08.92 -M1D-
78.08’ LT
+46.79 -M1D-
105.98’ LT
+86.96 -M1D-102.41’ LT
+86.65 -M1D-
78D
27D
80D
81D
83D
86D 87D
88D
89D
90D 91D 96D 97D 98D
99D
100D
RETAIN STRUCTURE
42.79’ LT+78.66 -M1D-
REMOVED BY NCDOTSTRUCTURE TO BE
REMOVED BY NCDOT
STRUCTURES TO BE
REMOVED BY NCDOT
STRUCTURE TO BE
REMOVED BY NCDOTSTRUCTURE TO BE46.77’ RT+18.29 -M2D-48.00’ RT+80.66 -M2D-
14.75’ RT+81.32 -M2D-
REMOVED BY NCDOT
STRUCTURES TO BE
REMOVED BY NCDOT
STRUCTURE TO BE
REMOVED BY NCDOT
STRUCTURES TO
BE
PIV
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SEE SHEET 14 FOR -M1D- PROFILE
7

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
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SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
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SEE DETAIL #5
W/ CL ’I’ RIP RAP
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RETAIN
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SLOPE=1.4%
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9489 9490 9491 9492 9493 9494 9495 9496 9497 9498 9499 9500 9501 9502
SEE SHEET 14 FOR -M1D- PROFILE
7

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.
$
$
$
$
$
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S S SURFACE WATER
DENOTES IMPACTS IN
SITE 1
TS
D
C
N
P-5206D

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
$
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SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
RETAIN
EXTEND 48" SCP
HW
SEE DETAIL#4
SLOPE=1.4%
EST DDE=130 CY
HEAD DITCH
D0701
9
4
9
0
9
4
9
5
9
5
0
0
9
4
9
0
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CS Sta. 9499+24.08 -M1D-
N
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TOP=817.21’
12’CONC HW
TOP=810.95’
10’CONC HW
CONC
HTR
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MAIN TRACK 2
PI = 9494+35.00
EL = 840.27’
(-)1.3175%(+)0.2397%
VC = 1,210’
8
4
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6
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4
1
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4
8
4
1.8
6
8
4
1
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8
8
4
2
.10
EXIST. GROUND
OF RAIL
PROPOSED TOP
C
C
C
C
C
C
C C
C C C
C
C C
C
C
C
C
C
C
C
C C C C C
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
M
A
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9
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820
830
840
850
860
870
880
820
830
840
850
860
810 810
820
830
840
850
860
870
880
810
820
830
840
850
860
9502 9503 9504 9505 9506 9507 9508 9509 9510 9511 9512 9513 9514 9515
SEE SHEET 15 FOR -M1D- PROFILE
8

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
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$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SITE 2
TS
D
C
N
P-5206D

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
EST. 20 CY FF
EST. 8 TONS
CL ’B’ RIP RAP
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
RETAIN
EXTEND 42" SCP
HW
SEE DETAIL#1
SLOPE=0.6%
EST. DDE=70 CY
HEAD DITCH
9
5
0
5
9
5
1
0
9
5
1
5
9
5
1
0
9
5
0
5
ST Sta. 9502+74.18 -M2D-
PROP. MAIN TRACK #1 SEGMENT #6
(HORIZONTAL / ALIGNMENT)
END TRACK CONST.
ST Sta. 9502+65.08 -M1D-
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
-M1D-
-M2D-
T
CASE
LOCK
SWITCH
AATURAATUR EOI
SWITCH
FROG
END OF RAIL
CB
W
W/LT
S
GR
GR
RR SPUR LINE
CONC LOADING DOCK
2SMASBUS
GR
36" CONC
GR
84"CHL W/3SBW
4
2
"

C
M
P
/
S
T
E
E
L

C
A
S
I
N
G

P
I
P
E EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
12"PVC
12
"
P
V
C
24"STEEL ENCASEMENT
24"STEEL ENCASEMENT
T
/
R
P
R
O
P
.
T
/
R
E
X
I
S
T
.
MAIN TRACK 2
PI = 9508+37.00
EL = 843.63’
(+)0.2397%(+)0.6000%
VC = 280’
8
4
2
.10
8
4
2
.2
2
8
4
2
.3
4
8
4
2
.4
6
8
4
2
.5
8
8
4
2
.7
0
8
4
2
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2
8
4
2
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4
8
4
3
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6
8
4
3
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8
4
3
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0
8
4
3
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4
8
4
3
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1
8
4
3
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1
8
4
4
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5
8
4
4
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1
8
4
4
.6
1
8
4
4
.9
1
8
4
5
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1
8
4
5
.5
1
8
4
5
.8
1
8
4
6
.11
8
4
6
.4
1
8
4
6
.7
1
8
4
7
.0
1
8
4
7
.3
1
8
4
7
.6
1
EXIST. GROUND
OF RAIL
PROPOSED TOP
C C
C C C
C C C
F
F
F
F
F
C
C C
C C
C
C C C C C C C
8
1
8
8
1
9
8
2
0
8
2
0
8
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1
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8
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2
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8
2
3
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3
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3
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2
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8
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8
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8
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8
8
2
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8
2
8
829
829
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8
2
9
829
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8
2
9
829
829
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82
9
8
2
9
8
2
9
829
8
3
0
830
830
830
830
830
830 830
830
830
830
8
3
0
8
3
0
830
83
0
83
0
8
3
0
83
0
830
830
830
830
830
830
8 3 0
830
830
830
83
0
8
3
0
8
3
0
8
3
0
830
831
831
831
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8
3
1
8
3
1
8
3
1
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832
832
832
83
2
832
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8
3
2
8
3
2
8
3
2
8
32
832
832
832
832
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8
3
2
83
2
8
3
2
8
3
2
832
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8
3
3
833
833
833
833
833
8
3
3
8
3
3
833 833
833
833
833
833
8
3
3
833
833
8
3
3
8
3
3
8
3
3
8
3
3
833
8
3
3
8
3
3
833
834
834 834
834
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834
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8
3
4
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83
4
8
34
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8
3
4
83
4
834
8
3
4
8
3
4
8
3
4
8
3
4
8
3
4
8
3
5
835
8
3
5
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835 835
835
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835 835
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8
3
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8
3
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8
3
5
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83
5
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8
3
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83
5
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3
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6
836
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8
3
6
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8
36
836
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8
3
6
8
3
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8
3
6
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8
3
6
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7
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8
37
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8
3
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8
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7
8
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838
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8
38
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8
3
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83
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8
4
0
840
840
840
840 840 840
840 840
840
840
840 840 840
840
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84
0
8
4
0
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840
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840
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8
4
0
840
840
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840
8
4
0
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8
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84
1
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8
4
1
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1
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2
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842 842 842
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8
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8
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8
4
3
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8
4
3
8
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3
844
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4
4
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4
4
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8
4
4
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8
4
5
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5
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845 845 845
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5
845
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8
4
5
8
4
6
846
846
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8
4
6
846
846
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8
4
6
8
4
6
8
4
7
847
8
4
7
847
847
847
8488
4
8
8
4
8
848
848
8
48
849
84
9
8
4
9
850
850
8
5
0
8
5
0
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
M
A
T
C
H

T
O

S
H
E
E
T

7

-

-
M
2
D
-

P
O
S

9
5
0
2
+
0
0
.
0
0
M
A
T
C
H

T
O

S
H
E
E
T

9

-

-
M
2
D
-

P
O
T

9
5
1
5
+
0
0
.
0
0
820
830
840
850
860
870
880
820
830
840
850
860
810 810
820
830
840
850
860
870
880
810
820
830
840
850
860
9502 9503 9504 9505 9506 9507 9508 9509 9510 9511 9512 9513 9514 9515
SEE SHEET 15 FOR -M1D- PROFILE
8

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SITE 2
TS
D
C
N
P-5206D

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSRAIL DESIGN
ENGINEER ENGINEER

R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
EST. 20 CY FF
EST. 8 TONS
CL ’B’ RIP RAP
SEE DETAIL #2
SPEC. CUT 5’ BASE DITCH
SEE DETAIL #5
W/ CL ’I’ RIP RAP
SPEC. LAT. 5’ BASE DITCH
RETAIN
EXTEND 42" SCP
HW
SEE DETAIL#1
SLOPE=0.6%
EST. DDE=70 CY
HEAD DITCH
9
5
0
5
9
5
1
0
9
5
1
5
9
5
1
0
9
5
0
5
ST Sta. 9502+74.18 -M2D-
PROP. MAIN TRACK #1 SEGMENT #6
(HORIZONTAL / ALIGNMENT)
END TRACK CONST.
ST Sta. 9502+65.08 -M1D-
N
C

G
R
ID
N
A
D

8
3
/
N
S
R
S

2
0
0
7
-M1D-
-M2D-
T
CASE
LOCK
SWITCH
AATURAATUR EOI
SWITCH
FROG
END OF RAIL
CB
W
W/LT
S
GR
GR
RR SPUR LINE
CONC LOADING DOCK
2SMASBUS
GR
36" CONC
GR
84"CHL W/3SBW
4
2
"

C
M
P
/
S
T
E
E
L

C
A
S
I
N
G

P
I
P
E EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
12"PVC
12
"
P
V
C
24"STEEL ENCASEMENT
24"STEEL ENCASEMENT
T
/
R
P
R
O
P
.
T
/
R
E
X
I
S
T
.
MAIN TRACK 2
PI = 9508+37.00
EL = 843.63’
(+)0.2397%(+)0.6000%
VC = 280’
8
4
2
.10
8
4
2
.2
2
8
4
2
.3
4
8
4
2
.4
6
8
4
2
.5
8
8
4
2
.7
0
8
4
2
.8
2
8
4
2
.9
4
8
4
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Ecosystem
PROGRAM
March 12, 2013
Mr. Gregory J. Thorpe, Ph.D.
Manager, Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
P-5206B / C / D / F, Railroad Improvements from Reid to North Kannapolis, Rowan
County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the
compensatory stream and riparian wetland mitigation for the subject project. Based on the information supplied by
you on March 11, 2013, the impacts are located in CUs 03040103 and 03040105 of the Yadkin River basin in the
Central Piedmont (CP) Eco-Region, and are as follows:
River Basin / CU / Impacts (feet / acres)
Stream
Wetlands
Buffer
Cold
Cool
Warm
RW
NRW
CM
Zone 1
Zone 2
Impacts — Yadkin 03040103 (CP)
42
0.05
Impacts - Yadkin 03040105 (CP)
363
Impacts — Total Project
405
0.05
*Borne of the stream and wetland impacts maybe proposed to be mitigated at a 1:1 mitigation ratio. See permit application for
details.
This impact and associated mitigation need were under projected by the NCDOT in the 2013 impact data.
EEP will commit to implement sufficient compensatory stream and riparian wetland mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in
Section F.3.c.iii of the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program
In -Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
EEP.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
Sincerel
Michael Ellison
EEP Acting Director
cc: Mr. John Thomas, USACE — Raleigh Regulatory Field Office
Ms. Amy Euliss, Division of Water Quality, Wetlands/401 Unit
File: P-5206B C D F
Protect Otte' hate,
AWYrA
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-8976 / http://portal.ncdenr.orq/web/eep

FEDERAL RAILROAD ADMINISTRATION
FINDING OF NO SIGNIFICANT IMPACT
FOR THE
Proposed Additional Track and Rail Crossing
Improvements from Reid (South of Salisbury) to North Kannapolis
along the North Carolina Railroad (NCRR)
/Norfolk Southern Railway (NS)
FEDERAL AID NO. FR-HSR-0006-10-01-00
North Carolina TIP No. P-5206
A. General Description
The Piedmont Improvement Program is an initiative by the North Carolina Department of
Transportation (NCDOT), the Norfolk Southern Railway (NS) and the North Carolina Railroad
(NCRR) to improve passenger and freight railroad operations along the NCRR Piedmont
Corridor from Raleigh to Charlotte. The NCRR Piedmont Corridor consists of the Greensboro to
Charlotte portion of the NS Mainline from Washington to Atlanta, and the Greensboro to Raleigh
portion of the NCRR H-line.
The NCDOT 2009-2015 Transportation Improvement Program (TIP) includes the construction of
additional track and rail crossing improvements from Reid (South of Salisbury) to North
Kannapolis along the NCRR/NS. The proposed project is TIP Project No. P-5206 and is located
in Rowan County, North Carolina. Exhibit 1 shows the project location. Exhibit 2 shows the
Preferred (Build) Alternative.
The NCDOT proposes to construct an approximately 11-mile section of second main track to be
placed on the existing roadbed along the NCRR/NS line in Rowan County between control points
"Reid" and "North Kannapolis". Railroad alignment changes, safety improvements, and crossing
improvements are also being proposed.
Track and Crossing Improvements from Reid to N. Kannapolis: FONSI
STIP # P-5206
1

B. Statement of Purpose and Need
The purpose of the proposed project is to improve passenger train schedule reliability, provide
additional capacity to support the introduction of up to 12 daily (6 round trip) additional
passenger trains to the North Carolina Railroad (NCRR) Piedmont Corridor, and enhance the
safety of the railroad within the study area between Reid and Kannapolis.
Increased usage of North Carolina's highway system has led to congestion and increased
emissions. To address congestion and emissions concerns, the NCDOT Rail Division is
improving passenger rail service by upgrading the existing rail infrastructure. Ultimately, these
improvements will benefit the infrastructure for high-speed and traditional passenger rail service
in the state of North Carolina.
The proposed improvements will improve passenger train schedule reliability by allowing freight
and passenger trains to quickly and efficiently maneuver around each other, help accommodate
future growth in passenger train traffic, and provide tracks that will be able to support higher
speed passenger service. Train/vehicle conflicts will be eliminated by closing selected at -grade
road crossings and providing grade -separated crossings (bridges). Improved safety measures
are proposed where at -grade road crossings cannot be closed.
The estimated current and future 20-year service levels for intercity passenger and freight
service on the NCRR Piedmont Corridor between Charlotte, Greensboro, and Raleigh are
described below.
Intercity Passenger Service — The NCRR Piedmont Corridor between Greensboro and
Charlotte currently hosts eight daily (four round trip) intercity passenger trains, including the four
daily (two round trip) NCDOT Piedmont Service trains, twice daily (one round trip) Amtrak
Carolinian service trains, and the twice daily (one round trip) Amtrak Crescent service trains.
Upon completion of the proposed project, NCDOT plans to add six daily (three round trip)
NCDOT Piedmont service trains to the NCRR Piedmont Corridor between Charlotte and
Raleigh.
Track and Crossing Improvements from Reid to N. Kannapolis: FONSI
STIP # P-5206
2

The following nine stations are along the Piedmont Corridor and are served by both the
Piedmont and the Carolinian: Charlotte, Kannapolis, Salisbury, High Point, Greensboro,
Burlington, Durham, Cary, and Raleigh. The Carolinian continues north of Raleigh providing
daily round trip service to Selma, Wilson, and Rocky Mount, NC and beyond to New York City.
Two additional stations are planned on the NCRR Piedmont Corridor, including Lexington
between Charlotte and Greensboro, and Hillsborough between Greensboro and Raleigh.
Southeastern High -Speed Rail Corridor (SEHSR) — The proposed project is along the
Preferred Alternative for the SEHSR corridor determined by the Federal Railroad Administration
(FRA) and the Federal Highway Administration (FHWA) in the Record of Decision (ROD) for the
Tier I SEHSR Environmental Impact Statement (EIS). That document analyzed the entire
SEHSR corridor from Washington, DC to Charlotte, NC, including numerous alternative
alignment combinations and modal choices.' Subsequently, NCDOT undertook a Tier II EIS for
the middle segment of the SEHSR corridor between Raleigh, NC and Richmond, VA. As of the
date of this FONSI, that document is still being prepared.
For the southern portion of the SEHSR corridor between Charlotte and Raleigh, NCDOT is
preparing individual project -level National Environmental Policy Act (NEPA) documents,
including this Environmental Assessment (EA). FRA and NCDOT have determined that the
individual projects each have independent utility; that is, each project will provide tangible
benefits to existing freight and passenger rail service even if no additional investments are
made for high-speed service. Regardless of future high-speed rail development, the proposed
projects would provide benefits to schedule reliability, train speeds, and overall rail capacity and
safety. The respective NEPA documents provide more details on the independent utility of each
project.
For the northern portion of the SEHSR corridor between Richmond and Washington, DC, FRA
recently awarded a $44.3 million grant to the Virginia Department of Rail and Public
Transportation (DRPT) that will fund the completion of preliminary engineering and a Tier II EIS.
1 The SEHSR Tier I EIS and ROD can be found at http://www.fra.dot.gov/rpd/freight/1611.shtml.
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The SEHSR corridor is planned to include eight daily (four round trip) high-speed trains to the
network between Charlotte and Raleigh, with service extending beyond the NCRR Piedmont
Corridor northward to Richmond, VA and Washington, DC, and ultimately southward to Atlanta,
GA and points south. This includes a Piedmont Service train that will be extended north beyond
Raleigh upon the completion of the proposed Raleigh to Richmond segment of the SEHSR.
By 2030, the NCRR Piedmont Corridor is expected to host up to 20 daily (ten round trip)
passenger trains between Charlotte and Raleigh, including the current and proposed Amtrak,
NCDOT Piedmont service and SEHSR corridor trains. The proposed project is expected to
provide the capacity necessary to support these operations; however, if NCDOT is unable to
immediately utilize the additional capacity being created for either the NCDOT Piedmont service
or SEHSR corridor service, the additional capacity will be preserved for such use in the interim.
Freight Service — Prior to the economic downturn, NS was operating nearly 60 freight trains per
day along the Greensboro to Charlotte corridor, as opposed to current volumes of 34 trains per
day. It is estimated that the future volumes will be approximately double current volumes, 68
trains per day or greater. The freight traffic can increase to a certain threshold with the existing
infrastructure before the efficiency of operation along the corridor is substantially reduced. This
would result in reduced train speeds, increased train waiting times for cleared signals, increased
locomotive idling and reduced fuel efficiency. Other impacts of the potential increased
congestion would include additional Tong -haul freight traffic on highways, additional vehicular
delays at at -grade railroad crossings, and increased emissions from locomotives and road
vehicles.
Safety — The study area between Reid and Kannapolis currently has 20 at -grade crossings.
The potential for train/vehicle conflicts will continue to increase with the growth of both highway
and rail traffic.
C. Procedural History and National Environmental Policy Act Compliance
In January 2010, FRA awarded to North Carolina $545 million in American Recovery and
Reinvestment Act (ARRA) funds to continue its development of high-speed intercity passenger
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rail along the NCRR Piedmont Corridor
Effects to the human and natural environment associated with the preliminary alternatives and
the Preferred Alternative for this project have been addressed by an EA, dated October 20,
2011. The EA was approved and signed by NCDOT.
A Public Hearing was held on December 5, 2011 at the Kannapolis Train Station located at 201
South Main Street in Kannapolis. The hearing was held in an informal format from 6:00 pm to
8:00 pm. A Local Officials Meeting was held at the same location from 3:00 pm to 4:00 pm on
the same day. Meeting advertisements were sent to 1,824 addresses in the study area.
Attendance based on sign -in sheets for the Local Officials Meeting and the Hearing was 19
attendees and 108 attendees, respectively.
This FONSI was prepared in accordance with FRA's procedures for Considering Environmental
Impacts (64 Fed. Reg. 28545 (May 26, 1999)).
D. Alternatives Considered
As described in the 2011 EA, NCDOT evaluated preliminary alternatives to add track either east
or west of the existing track alignment. This section describes the preliminary alternatives.
Additional Track East — Adding track on the east side of the existing track was initially
evaluated. The original second track that was removed in the 1960s was on the west side.
Although the track was removed, the railroad bed and former earthwork are relatively intact.
The NCRR corridor has experienced development encroachment since the 1960s on both sides
of the existing track. However, the physical presence of the remnant roadbed has prevented
the same degree of encroachment on the west side. In addition, the presence of the remnant
roadbed reduces the potential for impacts to natural resources.
In evaluating the potential impacts of adding a second track and improving some curve
alignments, NCDOT determined that substantially greater relocation impacts are likely if track
were added on the east side. For example, improvements on the east side would cause
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relocation of a substantial segment of Central Avenue through the Town of China Grove,
severely reducing roadway connectivity within this area. After the original second track was
removed, both sides of the NCRR corridor experienced encroachment from development. The
presence of the remnant road bed limited this effect on the western side. As such, placing the
second track on the eastern side of the rail corridor would affect more existing development
than replacing the track on the western side of the rail corridor. Therefore, this preliminary
alternative was eliminated from further consideration and was not carried into a preliminary
design phase, where detailed quantification of impacts would be prepared.
Additional Track West — As described above, adding track to the east side was eliminated
from further consideration because it was expected to have greater impacts than adding track
on the west side. There are a few exceptions where east realignments are necessary to
improve curve alignments, such as in the China Grove area. Additional track on the west side
would utilize the existing roadbed for the most part. This minimizes potential impacts as it would
require less earthwork and disruption to the existing terrain when compared to other options.
Grade Separations — Safe implementation of the additional track and higher train speeds
necessitates closure of several at -grade roadway crossings. There are currently 20 at -grade
crossings in the study area. Fifteen of these 20 at -grade crossings are proposed for closure
along the corridor (13 as part of this project). To accommodate the revised travel patterns and
access, three grade separations are proposed: 24th Street, Kimball Road, and Peeler Road.
Alternative locations and alignments were considered for each of these three crossings. The
EA describes four options for 24th Street and three options for Peeler Road. Due to the adjacent
development constraints, only one reasonable and feasible option was found at the Kimball
Street location. NCDOT evaluated all of the grade separation options and recommended the
alternatives projected to have the fewest impacts.
E. Preferred Alternative
NCDOT projected that adding track on the west side would cause fewer impacts to the human
and natural environment while still satisfying the purpose and need of the Project. Therefore,
adding track on the west side was carried forward as the Build Alternative and is identified as
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the Preferred Alternative addressed by this FONSI. Elements of the Preferred Alternative
include:
• Approximately 10 miles of additional track on the west side of the existing track,
• Close 13 at -grade crossings at:
O 18th Street
O 22nd Street
O 29th Street
o Mill Street
o Central Avenue
o Eudy Road
O Thom Street
o Mt. Hope Church Road
o Peach Orchard Road
o Four private crossings
o (two other crossings to be closed under separate project)
• Upgrade the existing at -grade crossings at:
o Ryder Street
o Centerview Street
o Church Street
o Webb Road
• New grade separation over the tracks at 24th Street (the EA describes four options for
this grade separation and the rationale for selection of the proposed option).
• New grade separation under the tracks at Kimball Road,
• New grade separation over the track at Peeler Road (the EA describes three options
for this grade separation and the rationale for selection of the proposed option).
Table 1 shows descriptive factors and anticipated impacts associated with the Preferred
Alternative. Note that the proposed alignment through the China Grove section of the project is
being evaluated for refinement during final design, which may slightly change and possibly
reduce the relocation impacts in this area.
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TABLE 1: SUMMARY OF PREFERRED ALTERNATIVE
CONSTRUCTION FACTORS
Mainline Length — miles 11.16
Existing At -Grade Roadway Crossings
20
Proposed At -Grade Roadway Crossing Closures
15 (2 in sep. project)
Proposed Roadway Grade Separations 3
Construction Cost
$71,200,000
Right of Way & Utilities Cost
$34,600,000
Total Cost
S105,800,000
SOCIOECONOMIC FACTORS `
Inside NCR R
Corridor
oi,taids NCt#i
corridor
Total
Residential relocations along railroad corridor
3
11
14
Residential relocations at 24 Street Grade Separation
Residential relocations at Kimball Road Grade Separation
Residential relocations at Peeler Road Grade Separation
0
0
1
10
3
0
10
3
1
Total Residential Relocations
4
24
28
Business relocations alone railroad corridor
7
40
47
Business relocations at 24`h Street Grade Separation
Business relocations at Kimball Road Grade Separation
0
0
6
1
6
1
Business relocations at Peeler Road Grade Separation
Total Business Relocations
1
8
4
51
5 _
59
Church impacts aloe • railroad corridor
Church impacts at 241/1Street Grade Separation
Church impacts at Kimball Road Grade Separation
Church impacts at Peeler Road Grade Separation
Total Church Impacts
0
1
0
0
1
1
0
0
2
1
0
0
'
F. Analysis
The potential for environmental impacts from the Preferred (Build) Alternative, as described in
the October 20, 2011 Environmental Assessment, are summarized in Table 2.
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TABLE 2: SUMMARY OF IMPACTS
Impact Area
EA
Sections
Containing
More
Detail
Summary of Impact
Proposed Mitigation
Land Use
3.1
No impact. Preferred Alternative is
consistent with local land use and
transportation plans and was
coordinated with the Rowan county
airport.
Not applicable.
Farrrrlands
3.2
No impact. Preferred Alternative is in
an urbanized area.
Not applicable,
i
Social Environment
3.3
Local travel patterns will be affected by
at -grade crossing closures. Proposed
grade separations will provide alternate
connection. Therefore, no substantial
effects are anticipated.
Grade separations at:
24°' Street, Kimball
Road, Peeler Road.
Right -of -Way!
Relocations
3.4
28 residences
59 business
See Below.
Proposed Mitigation (Right-of-wayfRelocations) - NCDOT and NCRR have signed an agreement
(Exhibit 7) specifying procedures for acquisition of properties encroaching on the NCRR corridor. The
agreement provides right -of -entry to NCDOT and makes NCDOT responsible for relocation -related
project costs. Therefore, impacts that are both within and outside the NCRR corridor will be addressed by
NCDOT in accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies Act
(Public Law 91-646) (URA), and/or the North Carolina Relocation Assistance Act (GS-133-5 through 133-
18). These programs are designed to provide assistance to displaced persons in relocating to a
replacement site in which to live or do business.
Environmental Justice
3.6
No impact. Based on the demographic
analysis, and as stated in the EA, the
Preferred Alternative will cause impacts
equally throughout the study area and
will not have a disproportionate impact
on minority or low-income
populations. Therefore the proposed
project will not result in environmental
justice impacts.
Not applicable.
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TABLE 2: SUMMARY OF IMPACTS
Impact Area
EA
Sections
Containing
More
Detail
Summary of Impact
Proposed Mitigation
Air Quality
Noise
3.7
3.8
Vibration
3.8.6
No impact. The MPO and State Long
Range Transportation Plans and
programs conform to the State Air
Quality implementation Plan (SIP). The
SIP does not contain transportation
control measures for Rowan County.
This project does not introduce
significant changes to the plans used in
the conformity analysis. Also a general
conformity analysis was performed and
the project was found to be not
significant (DAQ letter attached).
Positive Effect. Closure of 15 at -
grade crossings along the corridor will
substantially reduce train horn noise.
An additional 18 residential impacts
and 7 institutional impacts are
anticipated for the build scenario versus
the no -build condition. However, this is
not considered a substantial increase
when compared to the 124 residential
and 68 institutional impacts associated
with the no -build scenario
Biotic Communities
Waters of the U.S.
3.9
The Preferred Alternative is anticipated
to affect 39.6 acres of mixed pine/
hardwood community primarily
associated with clearing and earthwork
immediately adjacent the proposed
additional track and grade separations.
The Preferred Alternative is anticipated
3.9.4 to impact 0.17 acres of wetlands and
600 linear feet of stream.
Proposed Mitigation (Waters of the U.S.) - Mitigation may be provided by the North Carolina
Department of Environment and Natural Resources Ecosystem Enhancement Program (EEP). In
accordance with the "Memorandum of Agreement Among the North Carolina Department of
Transportation, and the U.S. Army Corps of Engineers, Wilmington District" (MOA), July 22, 2003, and
amended June 2004 and March 2007, final determinations on compensatory mitigation are made by the
USACE and NCDWQ as part of the permitting process. NCDOT is responsible for and commits to
undertake any necessary mitigation.
Not applicable.
Not applicable.
No feasible mitigation
identified. FRA and
NCDOT have
determined that the
increased number of
impacts do not rise to
the level of
significance and do
not prevent FRA from
issuing this FONSI.
Actual clearing may
be less than
anticipated as the
design is refined. No
additional mitigation
for the mixed
pine/hardwood
community impacts is
proposed.
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See below.

TABLE 2: SUMMARY OF IMPACTS
Impact Area
EA
Sections
Containing
More
Detail
Summary of Impact
Proposed Mitigation
Rare &Protected
Species
3.9.4.7
No impact. Survey results determined
a biological conclusion of No Effect for
Schweinitz's sunflower.
Surveys will be
conducted during the
blooming window
immediately prior to
construction to verify
lack of species in the
area. If sunflowers
are found. NCDOT
will initiate
coordination with the
U.S. Fish & Wildlife
Service to satisfy
Endangered Species
Act Section 7
requirements.
Floodplains
3.11
No impact. There are no 100-year
floodplains located within the project
study area.
Not applicable.
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Cultural Resources
TABLE 2: SUMMARY OF IMPACTS
EA.
Sections
Containing
More
Detail
Summary of Impact
Four historic properties and two historic
districts in the study area are identified
as eligible for listing on the National
Register of Historic Places. The Historic
Preservation Officer (HPO) concurred
that the Landis Post Office, the Landis
Southern Railway Passenger Station.
Mount Zion Reformed Church. the
Lutheran Chapel, the China Grove
Cotton Mills Historic District, and the
China Grove Historic District are eligible
for listing in the National Register.
Through coordination with the State
Historic Preservation Office (SHPO),
NCDOT determined, and FRA
concurred, that the proposed project
would have No Effect on the Mount Zion
3.12 Reformed Church and No Adverse
Effect on the Landis Post Office, Landis
Southern Railway Passenger Station,
China Grove Cotton Mills Historic
District, and China Grove Historic
District.
The proposer) project would have an
Adverse Effect on the Lutheran Chapel.
The curve realignment and addition of
the second track would affect the
church's parking lot.
The SHPO and Office of Archaeology
concurred on January 12, 2010 and
January 7, 2010 respectively, that no
further archaeological work is required
for the proposed project.
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Proposed Mitigation
See below.

TABLE 2: SUMMARY OF IMPACTS
EA
Sections
Impact Area
Containing
Summary of Impact
Proposed Mitigation
More
Detail
Proposed Mitigation (Cultural Resources) - The NCDOT is responsible for the commitments described
in detail in the Memorandum of Agreement (MOA) among FRA, NCSHPO, and NCDOT associated with
impacts to the Lutheran Chapel, a property determined eligible for the National Register of Historic Places
(see Exhibit 6). The MOA includes detailed commitments for: retaining wall and fence construction,
compensation for replacement parking areas, abandonment of a section of Eudy Road adjacent the
Chapel's property, and baseline studies and vibration monitoring.
The NCDOT and FRA coordinated with the Lutheran Chapel (concurring party) and requested that the
MOA be signed by June 15. 2012 for incorporation in the FONSI_ The Lutheran Chapel had not provided
a signed MOA as of June 15th_ NCDOT, SHPO, and FRA have signed the MOA and are continuing to
coordinate with the Lutheran Chapel to obtain their signature as a concurring party.
Seven properties impacted by the
project were identified as having
potential hazardous materials present.
NCDOT Geotechnical
Engineering Unit will
conduct detailed
Hazardous Materials/
USTs
3 13
studies during the
right-of-way
acquisition phase to
evaluate and address
potential impacts.
No impact. There are no mineral
Not applicable.
Mineral Resources
3.14
resources affected by the proposed
project.
Positive Effect, The Preferred
None needed.
Alternative would have a positive effect
Energy
3.15
on energy resources by allowing the
railroad to operate with greater
efficiency.
No impact. Proposed improvements
Not applicable.
Visual Impacts
3.16
are within or immediately adjacent to
the existing rail corridor.
Temporary impacts could occur to air
quality, water quality, and wildlife.
Utilize Best
Management
Construction Impacts
3.18
Practices and
standard NCDOT
procedures during
construction.
Positive effect. The additional track
None needed.
Transportation
2.3, 2.4
and grade separations will improve
efficiency for rail and roadway travel on
a local and regional level.
Possible Barriers to
No impact. Provision of grade
separations provides safer crossings of
None needed.
Elderly or Handicapped
2.3, 2.4
the rail corridor. The Preferred
Alternative will not divide or isolate
neighborhoods.
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TABLE 2: SUMMARY OF IMPACTS
Impact Area
EA
Sections
Containing
More
Detail
Public Health and
Safety
Section 4(f) and 6(f)
Properties
2.3, 2.4,
3.13
3.12
Summary of Impact
Positive Effect. The Preferred
Alternative will improve safety by
removing at -grade crossings and
providing grade separated crossings. It
would also not generate substantial
hazardous waste and operations would
not pose a public health concern.
Section 4 lf) As described above
under Cultural Resources, there are
four historic properties and two historic
districts in the study area identified as
eligible for listing on the National
Register of Historic Places. It was
determined that the proposed project
would have No Effect or No Adverse
Effect on all but one property.
The proposed project would have an
Adverse Effect on the Lutheran Chapel.
However, Section 4(1) does not apply
because the historic boundary overlaps
the NCRR right-of-way. The Church
parking lot is actually encroaching on the
NCRR corridor. The land being used
does not belong to the historic resource
and has been reserved for transportation
uses.
There are no other Section 4(f)
properties affected by the proposed
project.
Section 6(ff - There are no properties in
the study area that were purchased
using the Land and Water Conservation
Fund. So there are no anticipated
impacts to section 66f) properties.
Proposed Mitigation
None needed.
See Cultural
Resources section
above for the
description of the
proposed mitigation
for the adverse effect
on the Lutheran
Chapel.
Indirect and Cumulative Effects - As documented in the EA, the recent development trend
and the transportation projects associated with the development have resulted in impacts on
water quality and other natural resources. The addition of this project to the current
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development trend should not increase those impacts considerably when compared to the
impacts of other past, present, and future actions. Future development is expected to occur, but
this project will not facilitate intense development, and it should not contribute to the further
degradation of the infrastructure or natural environment.
The cumulative impact of the foreseeable future actions is considered positive from a regional
standpoint. They will improve the safety and efficiency of the transportation system and
enhance the potential for economic growth in the region. There have been no changes in the
study area since the approval of the EA that would change the previous conclusions.
G. Finding of No Significant Impact
FRA finds that: (1) the 2011 EA issued by the NCDOT and updated as described herein is
consistent with FRA's "Procedures for Considering Environmental Impacts"; and (2) that the
proposed project, as described in the 2011 EA, will not have a significant impact on the human
or natural environment.
Ii444-0,45-)
(. Jos ph C. Szabo
�v�' Federal Railroad Administrator
Date:
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Attachments
Exhibit 1 Project Location
Exhibit 2 Build Alternative
Exhibit 3 November 29, 2011 Letter, NCDENR-Division of Air Quality
Exhibit 4 Public Comment Summary
Exhibit 5 Project Commitments (Green Sheet)
Exhibit 6 Section 106 Memorandum of Agreement
Exhibit 7 NCDOT & NCRR Agreement on Railroad Corridor Property Acquisition
Track and Crossing Improvements from Reid to N. Kannapolis: FONSI
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MEMORANDUM OF AGREEMENT
AMONG THE FEDERAL RAILROAD ADMINISTRATION,
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
AND
NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
RAIL DIVISION DOUBLE TRACK FROM SALISBURY TO KANNAPOLIS ALONG
NORTH CAROLINA RAILROAD RIGHT-OF-WAY
ROWAN AND CABARRUS COUNTIES, NC
TIP PROJECT P-5206
FEDERAL AID PROJECT FR-HSR-0006-10-01-00
WHEREAS, the Federal Railroad Administration (FRA) has determined that the construction of
eleven miles of a second mainline track along the North Carolina Railroad (NCRR) right-of-way
from south of Nobel Acres Drive in Salisbury to south of 18th Street in Kannapolis in Rowan and
Cabarrus Counties, North Carolina (the Undertaking) will have an adverse effect upon the
Lutheran Chapel, a property determined eligible for the National Register of Historic Places
(NRHP); and
WHEREAS, the FRA has consulted with the North Carolina State Historic Preservation Officer
(SHPO) pursuant to 36 CFR Part 800, regulations implementing Section 106 of the National
Historic Preservation Act (16 U.S.C. 470f); and
WHEREAS, the North Carolina Department of Transportation (NCDOT) has participated in the
consultation and been invited by FRA and the North Carolina SHPO to be a signatory to this
Memorandum of Agreement (MOA); and
WHEREAS, Lutheran Chapel's Pastor Bill Connelly and the Lutheran Chapel Congregational
Council have participated in the consultation and have been invited to concur with the MOA; and
WHEREAS, the FRA has notified the Advisory Council on Historic Preservation (Council) of
the adverse effect and the Council has declined to comment or participate in the consultation;
NOW, THEREFORE, FRA, NCDOT, and the North Carolina SHPO agree that the
Undertaking shall be implemented in accordance with the following stipulations in order to take
into account the effects of the Undertaking on the historic property.
P-5206 MOA 1

STIPULATIONS
The FRA and NCDOT will ensure that the following measures will be carried out:
I. Retaining Wall and Fence
A retaining wall will be constructed within the existing NCRR right-of-way which is
within the historic boundary established for Lutheran Chapel. The wall will be
constructed to an approximate height of 5 to 6 feet and a 5 to 6-foot fence installed atop
the wall.
The Lutheran Chapel Congregational Council has requested that the fence atop the wall
not be chain link, but more decorative in appearance. NCDOT has agreed to this request
and NCDOT shall afford the SHPO and representatives of Lutheran Chapel an
opportunity to review and comment on the plans and specifications for the retaining wall
and fence. Should any of these parties have questions or comments on such plans and
specifications, NCDOT shall consult with that party, and, if necessary, with all of the
consulting parties to address such questions and comments.
II. Parking
Currently, a portion of the Lutheran Chapel's western parking lot lies within the existing
North Carolina Railroad Right -of -Way. Approximately 22 of the parking spaces will be
removed as a result of the retaining wall construction. Prior to construction of the
retaining wall, NCDOT will compensate Lutheran Chapel for the creation of replacement
parking areas in a new location within the property's limits.
III. Closing Eudy Road
Since the at -grade crossing of Eudy Road and the North Carolina Railroad tracks will be
permanently closed, NCDOT will abandon Eudy Road and remove the roadway
approaches from either side. Representatives of Lutheran Chapel have expressed an
interest in retaining a portion of the road for their new parking lot and reseeding (with
grass) the areas where the roadway has been removed. NCDOT has agreed to work with
representatives for Lutheran Chapel to establish the limits of the roadway to remain and
to petition the Rowan County Commissioners to abandon Eudy Road from its intersection
with North Chapel Street and return the abandoned land to Lutheran Chapel for their use.
N. Baseline Studies and Vibration Monitoring
A. Development of Vibration Monitoring Plan: NCDOT's Geotechnical Engineering
Unit, in consultation with NCDOT Rail Division, shall develop a vibration
monitoring plan for the project, to include on -site research during final design as well
P-5206 MOA 2

as monitoring during construction and for one year after completion of construction
of the second track. The recommendations of the plan shall be provided to the FRA,
SHPO, and representatives of Lutheran Chapel for their comments prior to adoption
of the plan.
B. Baseline Studies: On -site research, done prior to construction, will measure existing
vibration exposure, determine the sensitivity of Lutheran Chapel, and assign
thresholds accordingly.
C. Vibration Monitoring: Vibration monitoring will be conducted on Lutheran Chapel
during construction and for one year after completion of construction of the second
track.
D. Pre -construction Surveys: NCDOT will conduct a pre -construction survey of
Lutheran Chapel to record a "before" condition so that any construction -related
damage can be accurately identified.
E. Post -construction Vibration Damages: Representatives of Lutheran Chapel will
consult with the signatories of this agreement, if the threshold alarm is triggered as a
result of trains passing closer to the structure after construction of the second track.
V. Photorecordation
Prior to the initiation of construction, NCDOT will record the existing condition of
Lutheran Chapel in accordance with the attached Historic Structures and Landscape
Recordation Plan (Attachment A). Copies of the documentation will be provided to
Lutheran Chapel and deposited in the files of the State Historic Preservation Office and
the files of the Historic Architecture Group of NCDOT.
VI. Unanticipated Discovery
In accordance with 36 CFR 800.11(a), if NCDOT identifies additional cultural
resource(s) during construction and determines them to be eligible for the NRHP, all
work will be halted within the limits of the NRHP-eligible resource(s) and the PRA and
SHPO contacted. If after consultation with the Signatory and Concurring Party(ies)
additional mitigation is determined necessary, the NCDOT, in consultation with the
Signatory and Concurring Party(ies), will develop and implement appropriate
protection/mitigation measures for the resource(s). Inadvertent or accidental discovery of
human remains will be handled in accordance with North Carolina General Statutes 65
and 70.
VII. Dispute Resolution
Should any of the Signatory or Concurring Party(ies) object within thirty(30) days to any
plans or documentation provided for review pursuant to this MOA, the FRA shall consult
with the objecting party(ies) to resolve the objection. If the FRA or objecting party(ies)
determines that the objection cannot be resolved, the FRA will forward all documentation
relevant to the dispute to the Council. Within thirty (30) days after receipt of all pertinent
documentation, the Council will either:
P-5206 MOA 3

1. Provide the FRA with recommendations which the FRA will take into account in
reaching a final decision regarding the dispute, or
2. Notify the FKA that it will comment pursuant to 36 CFR Section 800.7(c) and
proceed to comment. Any Council comment provided in response to such a
request will be taken into account by the IRA, in accordance with 36 CFR
Section 800.7 (c) (4) with reference to the subject of the dispute.
Any recommendation or comment provided by the Council will be understood to pertain
only to the subject of the dispute; FRA and NCDOT's responsibility to carry out all of the
actions under this agreement that are not the subject of the dispute will remain
unchanged.
VIII. Amendments
Should any of the Signatory or Concurring Party(ies) to this MOA believe that its terms
cannot be carried out or that an amendment to the terms must be made, that party(ies)
shall immediately consult with the other party(ies) to develop amendments in accordance
with 36 CFR 800.6(c)(7). If an amendment cannot be agreed upon, the dispute resolution
process set forth in Stipulation VII will be followed.
IX. Termination
Any of the Signatory Party(ies) may teiiiiinate the MOA by providing notice to the other
party(ies), provided that the party(ies) will consult during the period prior to termination
to seek agreement on amendments or other actions that would avoid termination.
Termination of this MOA will require compliance with 36 CFR 800. This MOA may be
terminated by the execution of a subsequent MOA that explicitly terminates or
supersedes its terms.
X. Duration
Unless terminated pursuant to Stipulation IX above, this MOA will be in effect until
FRA, in consultation with the other Signatory and Concurring Party(ies), determines that
all of its terms have satisfactorily been fulfilled or if NCDOT is unable or decides not to
construct the Undertaking.
Execution of this Memorandum of Agreement by FRA, NCDOT and the North Carolina SHPO,
its subsequent filing with the Council, and implementation of its terms evidence that I -RA has
afforded the Council an opportunity to comment on the Undertaking that FRA has taken into
account the effects of the Undertaking on the historic properties.
P-5206 MOA
4

AGREE:
Federal Railroad Administration
Paul Nissenbaum
Federal Railroad Administration
State Historic Preservation Officer:
Jeffery J.
North Carolina StIistoric Preservation Officer
North Carolina Department of Transportation:
Marc Hamel
NCDOT Rail Division
9 13
Da
Date
Date
FILED:
By:
Advisory Council on Historic Preservation Date
P-5206 MOA 5

MEMORANDUM OF AGREEMENT
AMONG THE FEDERAL RAILROAD ADMINISTRATION,
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION,
AND
NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER
FOR
RAIL DIVISION DOUBLE TRACK FROM SALISBURY TO KANNAPOLIS ALONG
NORTH CAROLINA RAILROAD RAILWAY
ROWAN AND CABARRUS COUNTIES, NC
TIP PROJECT P-5206
FEDERAL AID PROJECT FR-HSR-0006-10-01-00
Execution of this Memorandum of Agreement by FRA, NCDOT and the North Carolina SHPO,
its subsequent filing with the Council, and implementation of its terms evidence that FRA has
afforded the Council an opportunity to comment on the Undertaking and that FRA has taken into
account the effects of the Undertaking on the historic properties.
CONCUR:
Lutheran Chapel Congregational Council Date
P-5206 MOA 6

ATTACHMENT A
Historic Structures and Landscape Recordation Plan
Rail Division Double Track from Salisbury to Kannapolis along NCRR Right -of -Way
Rowan and Cabarrus Counties, North Carolina
TIP No. P-5206
Federal Aid No. FR-HSR-0006-10-01-00
PHOTOGRAPHIC REQUIREMENTS
ci Overall views of Lutheran Chapel including landscapes and views to communicate the
relationship of buildings, parking, and railroad corridor.
PHOTOGRAPHIC FORMAT
❑ All images will be captured, labeled, and stored according to the North Carolina State
Historic Preservation Office's, "Policy and Guidelines for Digital Photography for Historic
Property Surveys, National Register Nominations and NRAC PowerPoint Presentations,
Revised April 2008."
COPIES AND CURATION
❑ One (1) set of all photographic documentation will be deposited with the North Carolina
Historical Resources/State Historic Preservation Office to be made a permanent part of the
statewide survey and iconographic collection.
❑ One (1) set of all photographic documentation will be deposited in the files of the Historic
Architecture Group at NCDOT.
❑ One (1) set of all photographic documentation will be delivered to the pastor of Lutheran
Chapel.
P-5206 MOA 7

Old
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Paulownia Drive
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Rowan County, NC
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
SEP 2010
1:48,000
09-004
Title:
Notes:
Background imagery sources:
China Grove, Cleveland,
Enochville, Rockwell, Rowan
Mills, and Salisbury, North
Carolina 7.5-minute topographic
quadrangles provided by the
United States Geological
Survey.
VICINITY
MAP
and
DETAIL
FIGURE
LOCATIONS
Legend
Study area (received 2/26/10)
Detail sheets
Project:
REID
NORTH KANNAPOLIS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Figure 2A
Figure 2B
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Figure 2E
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Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
A
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Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
B
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Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
C
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794
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
D
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810
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
E
Main Street
US-29 Highway
P ower Street
Li
b
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y

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t
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Miller Street
Myrtle Goodnight Road
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e

S
t
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t
Ol
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R
o
c
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Ro
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Mitchell

A
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s
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o
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Mil ler Street
810
818
814
806
79
8
802
794
790
78
6
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2
778
8
2
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826
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770
830
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786
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80
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8
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78
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822
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4
83
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2
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818
77
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794
7
7
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81 8
826
834
77
0
79
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6
7
7
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8
3
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8
3
4
786
830
758
79
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8
1
4
7
9
8
834
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7
9
0
798
81
4
810
786
8
3
0
790
786
762
810
8
1
0
798
794
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
F
Main

S
t
r
e
e
t
Bos
t
i
a
n

S
t
r
e
e
t
Fran
k
l
i
n
Str
e
e
t
US-2
9

H
i
g
h
w
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y
K
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k

S
t
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T
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S
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C
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S
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J
o
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n

S
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t
1
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A
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n
u
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Walnut

S
t
reet
Len
tz R
oad
Har
ry
S
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C
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a
l

A
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H
a
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y

S
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t
Ke
l
l
er
S
t
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t
Lillian
S
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C
h
a
p
e
l

S
t
r
e
e
t
2
n
d

A
v
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n
u
e
Ketchie Street
1
s
t

S
t
r
e
e
t
S
t
e
v
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n
s

S
t
r
e
e
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Bl
a
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k
w
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S
t
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Park
S
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t
Myrtl
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A
v
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n
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P
a
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t
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S
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Ch
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a
b
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y

L
a
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S
w
i
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k

S
t
r
e
e
t
Oak St
r
e
e
t
Ow
e
n
s

R
o
a
d
W
o
o
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h
a
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n

S
t
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t
Pau
l
i
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C
o
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R
o
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A
v
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n
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Ma
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y

S
t
r
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e
t
Front S
t
r
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Co
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l
l

S
t
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t
S
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v
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s

S
t
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t
Myrtle

A
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Mar
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S
t
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t
830
8
2
6
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818
8
1
4
8
1
0
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834
8
0
2
7
8
6
77 4
782
7 7 0
838
766
778
762
7
9
4
7
9
8
7
9
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758
75
4
7
5
0
7
4
6
742
84
2
7
3
8
846
8
5
0
7
3
4
730
85
4
7
2
6
8
5
8
794
7
7
8
790
818
7
6
2
842
84
6
7
8
2
79
4
794
7
5
8
798
802
834
798
8
2
2
818
846
758
834
8
5
0
78
6
810
778
826
79
0
7
5
4
814
8
0
2
8
4
2
8
1
0
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77
4
7
5
0
782
8
3
8
790
7
8
6
810
81
4
83
8
790
7
8
2
7
7
0
7
5
8
806
8
0
6
822
77
4
838
770
79
0
834
802
76
6
802
77
4
798
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
G
Main
S
t
r
e
et
D
e
l
e
t
e

Bo
s
t
i
a
n

R
o
a
d
Chap
e
l

S
t
r
eet
E
u
d
y

R
o
a
d
Taylor Street
El
m

S
t
r
e
e
t
Mt
M
o
r
i
a
h

C
h
u
r
c
h

R
o
a
d
Ki
m
b
a
l
l

L
o
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p
L
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m
i
t
s

S
t
r
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e
t
Cen
t
r
a
l

A
v
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n
u
e
U S-2 9 Hi
g
h w a y
3rd A
v
en
ue
Zio
n

S
t
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t
K
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b
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l

R
o
a
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n
ue
Unkno
w
n

E
v
e
r
h
a
r
t

A
v
e
n
u
e
Roberts Street
L
i
n
n

S
t
r
e
e
t
1s
t A
ve
n
u
e
H
a
z
e
l

S
t
r
e
e
t
Brandon Scott Lane
D
i
l
l
o
n

S
t
r
e
e
t
562507a
L
y
n
n
g
r
o
v
e

L
a
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e
P
a
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k

A
v
e
n
u
e
E
u
d
y

R
o
a
d
Zion

S
t
r
e
e
t
8
3
0
82
6
8
2
2
81
8
8
1
4
810
80
6
8
3
4
802
7
9
8
79
4
79
0
7
8
6
78
2
838
77
8
77
4
842
7
7
0
846
7
6
6
7
6
2
850
7
5
8
854
75
4
858
79
0
830
7
6
6
830
79
4
790
83
8
7
5
4
7
7
0
85
0
854
7
7
4
7
7
8
82
2
822
77
8
8 38
7
5
8
83
4
8
1
4
78
6
8
5
0
782
80
2
818
81
4
794
838
814
842
786
818
84
6
81
0
8
1
0
79
8
830
838
84283
4
8
3
8
834
7
9
0
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
H
M
a
i
n

S
t
r
e
e
t
C
h
a
p
e
l

S
t
r
e
e
t
R y der

A
v
e
n
u
e
C
e
n
t
r
a
l

A
v
e
n
u
e
Zi
o
n

S
t
r
e
e
t
Beaver Street
M ill S
t
r
e
e
t
M
e
r
i
a
h

S
t
r
e
e
t
Mi
l
l
s

D
r
i
v
e
Rice

S tree
t
K
i
m
m
i
n
s

S
t
r
e
e
t
Hok
e

S
t
r
e
e
t
Dia
l

S
t
r
eet
Turner Street
Upright Street
Cor
r
e
l
l

S
t
r
e
e
t
C
o
r
r
i
h
e
r

S
t
r
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e
t
Ri
d
g
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A
v
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n
u
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Ney

S
t
r
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e
t
1st
S
t
r
e
e
t
Ca
n
n
o
n

B
o
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v
a
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Rou
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S
t
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t
V
a
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c
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S
t
r
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Gar
d
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S
t
r
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2nd

S
t
r
e
e
t
H
i
g
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l
a
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A
v
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n
u
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L
i
n
n

S
t
r
e
e
t
V
a
l
l
e
y

S
t
r
e
e
t
Hillside Street
3r
d

S
t
r
e
et
Lau
r
e
l

S
t
r
e
e
t
Blum
e

S
t
r
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4t
h

S
t
r
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e
t
5t
h

S
t
r
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e
t
6t
h

S
t
r
e
e
t
Tay
l
o
r

S
t
r
e
e
t
Blum
e

S
t
r
ee t
G a r d e n S tr e et
Rou
n
d St
r
e
e
t
Ridg
e

A
v
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n
u
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Mill
S
t
r
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C
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l
l

S
t
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t
Ridg
e

A
v
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n
u
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Mill
S
t
r
e
e
t
G ard
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n

S
t
r
e
e
t
Ridg
e Av
e
n
ue
Z
io
n
S
tr
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et
Rice

S
t
r
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e
t
Blum
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S
t
ree
t
854
858
84
6
86
2
842
866
838
8
3
4
8
3
0
826
82
2
8
1
8
814
810
8
5
0
806
870
802
798
79
4
874
790
78
6
782
77
4
77
8
77
0
878
76
6
818
82
2
842
87
0
814
838
8
7
0
854
8
3
0
866
830
8
5
4 866
826
866
82 2
870
83 4
8
7
4
87
0
83
4
77
8
870
874
830
8
6
6
80
6
80
2
854
8
6
6
874
842
862
798
8
6
6
8
5
4
862
8
3
8
834
850
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. 4-foot elevation contours are
generated from Light Distance
and Ranging (LiDAR) data
(2007) from the NC Floodplain
Mapping Program and are
provided by the NC
Department of Transportation.
STUDY AREA
Location:
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:4800
09-004
§¨¦85
!(152
2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
I
Main S
t
r
e
e
t
22
n
d

S
t
r
e
e
t
Chapel Street
Linda Avenue
Ri
c
e

S
t
r
e
e
t
21
s
t

S
t
r
e
e
t
26
t
h

S
t
r
e
e
t
Ashe Avenue
23
r
d

S
t
r
e
e
t
24
t
h

S
t
r
e
e
t
25
t
h

S
t
r
e
e
t
Clermont Avenue
We
s
t
v
i
e
w

S
t
r
e
e
t
29
t
h

S
t
r
e
e
t
27
t
h

S
t
r
e
e
t
28
t
h

S
t
r
e
e
t
31
s
t

S
t
r
e
e
t
Ai
r
p
o
r
t

R
o
a
d
Bl
a
c
k
w
e
l
d
e
r

S
t
r
e
e
t
20
t
h

S
t
r
e
e
t
Brady Avenue
Brookside Avenue
Hi
c
k
o
r
y

S
t
r
e
e
t
Summit Avenue
Ro
s
e
m
o
n
t

A
v
e
n
u
e
30
t
h

S
t
r
e
e
t
Brookview Avenue
6t
h

S
t
r
e
e
t
Springdale Avenue
Wilkie Drive Highland Avenue
Melchor

S
t
r
e
e
t
Dyer Street
Sp
r
i
n
k
l
e
r

D
r
i
v
e
Ps
a
l
m

S
t
r
e
e
t
Kizer Court
Sherrill Drive
Pinnacle Way Drive
Planer Avenue
22
n
d

S
t
r
e
e
t
29
t
h

S
t
r
e
e
t
21
s
t

S
t
r
e
e
t
Linda Avenue
2
1
s
t

S
t
r
e
e
t
20
t
h

S
t
r
e
e
t
20
t
h

S
t
r
e
e
t
8
3
8
834
85
0
846 842
8
3
0
826 822
8
1
8
8
1
4
8
1
0
806
802
798
79
4
7
9
0
854
858 862
786
866
782
778
870
774
770
874
766 762
7
9
8
818
786
7
9
0
862
82
2
846
794
842
822
770
8
1
4
850
8
4
6
79
8
81
0
766
854
838
8
3
4
78
2
766
7
9
4
794
850
786
862
830
818
790
838
8
0
2
854
782
842
814
82
2
858
79
4
826
858
818
838
8
5
8
786
7
9
0
854
8
3
8
774
8
0
2
834
7
8
2
806
814
778
8
2
6
818
8
0
6
858
8
3
8
83
8
846
802
862
810 802
846
846
826
818
7
9
8
80
2
862
842
830
7
9
4
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:2010 aerial photographyprovided by the NC OneMapprogram (online, supported bythe NC Geographic InformationCoordination Council). 2. 4-foot elevation contours aregenerated from Light Distanceand Ranging (LiDAR) data(2007) from the NC FloodplainMapping Program and areprovided by the NCDepartment of Transportation.
STUDY AREA
Location:
REID TONORTH KANNAPOLIS
RAILIMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
NOV 2012
1:4800
09-004
§¨¦85
!(152
J2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area1
Approximate rail line location
NCDOT roads
4-foot elevation contours
Main Street
Ridge Avenue
10
t
h

S
t
r
e
e
t
11
t
h

S
t
r
e
e
t
21
s
t

S
t
r
e
e
t
Waln
u
t

S
t
r
e
e
t
Ki
m
b
a
l
l

S
t
r
e
e
t
12
t
h

S
t
r
e
e
t
Junip
e
r

S
t
r
e
e
t
E
b
e
n
e
z
e
r

R
o
a
d
Sloop Avenue
Br
o
o
k
d
a
l
e

S
t
r
e
e
t
16
t
h

S
t
r
e
e
t
1
8
t
h

S
t
r
e
e
t
13t
h

S
t
r
e
e
t
8th

S
t
r
e
e
t
20
t
h

S
t
r
e
e
t
19
t
h

S
t
r
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e
t
1
7
t
h

S
t
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t
Loc
u
s
t

S
t
r
e
e
t
Pe
t
h
e
l

S
t
r
e
e
t
Price Avenue
Ga
r
y

A
v
e
n
u
e
Goble Avenue
9t
h

S
t
r
e
e
t
Sn
i
p
e

S
t
r
e
e
t
Craven Avenue
Be
s
s
i
e

S
t
r
e
e
t
Alpine Street
Ingram Avenue
Ma
r
y

S
t
r
e
e
t
Dyer Street
Sides Avenue
Fox Avenue
Oa
k

G
r
o
v
e

S
t
r
e
e
t
Barnhardt Avenue
Fe
r
g
u
s
o
n

P
a
r
k

D
r
i
v
e
Sides Avenue
18
t
h

S
t
r
e
e
t
13
t
h

S
t
r
e
e
t
20
t
h

S
t
r
e
e
t
20
t
h

S
t
r
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t
18
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S
t
r
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t
12t
h

S
t
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t
1
6
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S
t
r
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t
19
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S
t
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13t
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S
t
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21
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S
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834
8
3
0
8
2
6
822
818
8
1
4
810
8
0
6
838
8
0
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842
798
79
4
7
9
0
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6
846
7
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7
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850
7
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6
76
2
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83
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838
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774
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842
814
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838
79
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790
838
8
1
0
782
81
8
82
2
8
1
8
834
79
8
822
838
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:2010 aerial photographyprovided by the NC OneMapprogram (online, supported bythe NC Geographic InformationCoordination Council). 2. 4-foot elevation contours aregenerated from Light Distanceand Ranging (LiDAR) data(2007) from the NC FloodplainMapping Program and areprovided by the NCDepartment of Transportation.
STUDY AREA
Location:
REID TONORTH KANNAPOLIS
RAILIMPROVEMENTS
Project:
£¤29
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
NOV 2012
1:4800
09-004
§¨¦85
!(152
K2
³
500 0 500 1,000 1,500250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
HU 03040103-010010
HU 03040103-010020
HU 03040105-020020
HU 03040105-020050
HU 03040105-020040
HU 03040103-010030
HU 03040102-050020
Rowan County, NC
Title:
Prepared for:
Notes:
INDEX MAP
TO
JURISDICTIONAL
AREA
LOCATIONS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2010
1:42,000
09-004
³
Legend
Study area
Detail figure locations
USGS Hydrologic Unit (HU) boundary
10120.5
Mi 3A
1. Background imagery sources:
China Grove, Cleveland,
Enochville, Rockwell, Rowan,
Mills, and Salisbury, North
Carolina 7.5-minute topographic
quadrangles provided by the
United States Gelogical Survey.
FIG
U
R
E 4A
FIG
U
R
E 4B
FIG
U
R
E

4
C
FIG
U
R
E

4
E
REID
NORTH KANNAPOLIS
FIG
U
R
E

4
D
FIG
U
R
E

4
F
FIG
U
R
E

4
G
FIG
U
R
E

4
H
FIG
U
R
E

4
I
FIG
U
R
E

4
J
FIG
U
R
E

4
K
FIG
U
R
E

4
L
FIG
U
R
E

4
M
FIG
U
R
E

4
N
A
Stream SB
Stream SA
Stream SC
Wetland WA
Wetland WB
Main Street
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004³
Open Water OWA
Location:
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
Jurisdictional open water
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet 4A
³
B
Wetland WD
Wetland WE
Wetland WC
Tr
e
x
l
e
r

S
t
r
e
e
t
Peach Orcha
r
d Road
Hall Ave
n
u
e
Peach Tree Avenue
Ri
d
g
e

S
t
r
e
e
t
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
³
Location:
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet
4B
³
Stream SD
Main Street
Re
i
d

F
a
r
m

R
o
a
d
P
ip
e
r

L
a
n
e
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURES
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
Stream SE
Wetland WG
Wetland WF
D
o
l
l
i
e

C
i
r
c
l
e
Theo
d
o
r
e

L
a
ne
Ce
d
a
r

S
p
r
i
n
g
s

R
o
a
d
³
³
Location:
FIGURE 4
FIGURE 4
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet
³
4C, 4D
CD
D
C
Stream SF
Stream SF
Stream SG
Wetland WH
Wetland WI
Wetland WJ Pe
a
c
h

O
r
c
h
a
rd

L
a
n
e
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURES
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
Stream SJ
Stream SK
Wetland WK
Wetland WL
Ma
i
n

S
t
r
e
e
t
³
³
Location:
FIGURE 4
FIGURE 4
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet
4E, 4F
EF
F
E
³
G
Stream SL
Stream SM
Wetland WM
Mo
r
r
i
s

F
a
rm
Road
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004³
Location:
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet 4G
³
Wetland WO Wetland WN
Main Street
Moon Circle
M
t

H
o
p
e

C
h
u
r
c
h

R
o
a
d
Rowan County, NC
Title:
Prepared for:
Notes:
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURES
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
Wetland WT
Wetland WU
Wetland WS
Wetland WV
Wetland WP
Wetland WQ
Wetland WR
Main Street
Ethel Lane
P
r
o
p
s
t

R
o
a
d
³
³
Location:
FIGURE 4
FIGURE 4
4H, 4I
I H
I
H
£¤29
§¨¦85
!(152
Open Water OWB
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
3. Open Water OWB has
been drawn from recent aerial
photography (2006) and field
observations (2009-2010).
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional wetland
Isolated wetland
Isolated open water
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet
³
Main Street
Stream SN
Stream SN
Bostian
S
t
r
e
e
t
Harris S
t
r
e
e
t
Main
S
t
r
e
e
t
Ke
t
c
h
i
e
S
t
r
e
e
t
C
e
n
t
e
r
v
i
e
w

S
t
r
e
e
t
C
h
u
r
c
h

S
t
r
e
e
t
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURES
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
Stream SO
Stream SP
Wetland WW
Chap
e
l

S
t
r
e
e
t
D
i
l
l
o
n

S
t
r
e
e
t
H
a
z
e
l

S
t
r
e
e
t
³
³
Location:
FIGURE 4
FIGURE 4
4J, 4K
J
K
K
J
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet
³
L
Stream SQ
Stream SR
Main
S
t
r
e
e
t
Cha
p
e
l Stre et
6
t
h

S
t
r
e
e
t
C
o
r
r
i
h
e
r

S
t
r
e
e
t
Ce ntr al Ave
n
u
e
Wed
d
i
n
g
t
o
n

A
v
e
n
u
e
H ills i d e S tr e e t
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
³
Location:
£¤29
§¨¦85
!(152Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet 4L
³
Stream SS
Wetland WX
Blackwelder Street
Ma
i
n

S
t
re
e
t
Li
n
d
a

A
v
e
nu
e
Summit Avenue
Bro
o
k
s
i
d
e

A
v
e
n
u
e
Lumber Street
Rowan County, NC
Title:
Prepared for:
Notes:
1. Background imagery source:
2010 aerial photography
provided by the NC OneMap
program (online, supported by
the NC Geographic Information
Coordination Council).
2. The locations of culverts are
approximate and are displayed
to depict continuity of
jurisdictional areas. Not all
culverts are depicted.
JURISDICTIONAL
AREAS
REID TO
NORTH KANNAPOLIS
RAIL
IMPROVEMENTS
Project:
FIGURES
Drawn by:
Date:
Scale:
Project No.:
SGD
AUG 2012
1:1800
09-004
Stream ST
23rd Street
24th Street
Li
n
d
a

A
v
e
n
u
e
Ca
n
n
o
n

B
o
u
l
e
v
a
r
d
Na
s
h

A
v
e
n
u
e
Ba
y
l
o
r

A
v
e
n
u
e
As
h
e

A
v
e
n
u
e
³
³
Location:
FIGURE 4
FIGURE 4
£¤29
§¨¦85
!(152
Legend
Study area
Approximate rail line location
NCDOT roads
Jurisdictional stream
Jurisdictional wetland
!(Field-located data point
Direction of flow
""""Approximate culvert location
100010020050
Feet
4M, 4N
N
M
N
M
³