20121107 Ver 1_Application_20121210

S TATE  OF  N ORTH  C AROLINA  
D EPARTMENT  OF  T RANSPORTATION  
B EVERLY  E AVES  P ERDUE  E UGENE  A. C ONTI , J R . 
G OVERNOR  S ECRETARY  

December 7, 2012

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 Nationwid e Permits 14 and 33 and Section 401 Water
Quality Certifications for TIP Proj ect# P-5206 Railroad and Crossing Safety
Improvements from Reid to North Kannapo lis, 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 Transporta tion (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 st arts 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 f eet 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 (Figures 1 and 2A through 2K). The study area for this project encompasses
approximately 959.2 acres
The P-5206 project has been split into two com ponents that have each been determined to
demonstrate independent utilit y: 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 Qu ality [NCDWQ] held on
April 5, 2012).

This permit application is requesting authoriz ation for Section 404 juri sdictional area impacts
associated with the safety improvements componen t of the project (P-5206A ). P-5206A consists
of the realignment of P eeler Road (SR 2538) to a new two-lane bridge over the rail and closure
of the existing at-grade crossings of Peel er Road and Peach Orchard Road (SR 2539).
Information within this package has been prep ared to support the application for a Nationwide
Permit (NWP) 14 (Linear Transportation Project s) and NWP 33 (Temporary Construction,
Access, and Dewatering), along with the associated NCDWQ Water Quality General
Certifications 3886 and 3893, respectively.
The Environmental Assessment (EA) document for this project was finalized in October 2011
and was submitted to the appropriate regulator y agencies for review. A Finding of No
Significant Impact (FONSI) was approve d on July 18, 2012 and is attached.

Water resources in the projec t area are located within NC DWQ sub-basin 03-07-04 of the
Yadkin River basin (U.S. Geological Survey [USGS] Hydrologic Unit [HU] 03040103).
Figures 2A through 2K depict the project area, and Figures 3 and 4A through 4N depict
jurisdictional and isolated area locations and extent s within the project area. Jurisdictional areas
in the vicinity of the P-5206A portion of the project are depicted on Figure 4E.
The Rail Division is requesting an approved ju risdictional determination for streams and
wetlands within the project area in co njunction with this permit application.

Surface waters impacted by the P-5206A project drain to Town Creek, which is listed on the
North Carolina 2012 Final 303(d) List of Impaired Waters. Town Creek is listed due to “Fair”
fish and benthos bioclassificati on 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 Noti fication (PCN) Form
 Figures
o Figure 1. Project Location and Vicinity (P-5206)
o Figures 2A-2K Study Area Mapping (P-5206)
o Figures 3 and 4A-4N Jurisd ictional Areas (P-5206)
o Figure 5. Soil Survey Mapping (P-5206A)
 Approved Finding of No Significant Impact (FONSI) dated July 18, 2012
 P-5206A Permit Drawings/Stormwater Management Plan dated September 5, 2012
 P-5206A 65 Percent Design Plans dated October 2, 2012
 P-5206A Sediment and Erosion C ontrol Plans dated October 1, 2012

 NC Ecosystem Enhancement Program (NC EEP) Mitigation Accep tance Letter dated
December 4, 2012
 A CD with digital files (in .pdf format) of all information included in this package

Based upon 65 percent design plans, construction of the Peeler Road grade-separated railroad
crossing is anticipated to permanently impact 221 linear feet of streams and 0.11 acre of
jurisdictional wetland areas at one site. Table 1 and the attached Wetland Impact Permit
Summary summarize the total impacts to jurisdicti onal areas, and each impact site is described
below and depicted on the at tached permit drawings.
Table 1. Project Impacts
Impacted
Waterbody
Permanent
Stream
Impacts
Temporary
Stream
Impacts
Total
Stream
Impacts
Permanent
Wetland
Impacts
Temporary
Wetland
Impacts
Total
Wetland
Impacts
Stream SF 221 52 273 -- -- --
Wetland WI -- -- -- 0.01 -- 0.01
Wetland WJ -- -- -- 0.10 -- 0.10
Total 221 52 273 0.11 -- 0.11

Permit Site
The Permit Site entails the crossing of realigne d portion of Peeler Road over a stream and two
small associated wetland areas. This results from the closure of the existing Peeler Road at-
grade crossing of the rail and th e realignment of Peeler Road to cross the rail with a grade-
separated crossing approximately 1700 feet east of the existing crossing. Approximately 221
linear feet of the existing intermittent stream (Stream SF on the attached jurisdictional area
delineation figures) will be placed within a pr oposed 48-inch reinforced concrete pipe (RCP)
under the realignment of Peeler Road. Approxi mately 0.09 acre of wetland (Wetland WJ on the
attached jurisdictional area delineation figures) will be filled by the proposed roadway slope.
The remainder of this wetland area (approximately 0.01 acre) will also be lost due to the piping
of Stream SF and the resultant removal of wetl and hydrology. This result s in a total wetland loss
of 0.10 acre. Approximately 0.01 acre of Wetland WI will also be lost due to mechanical
clearing for the roadway slope. Wetlands WI and WJ are both NC We tland Assessment Method
(NC WAM) Headwater Forest wetlands with overall functional ratings of High.

Temporary impacts associated with dewateri ng the site for constr uction will occur to
approximately 52 linear feet (less than 0.01 acre of surface water).

Alternatives considered for th e location of the proposed driveway include positioning of the
proposed stream crossing of Peeler Road east and to the west of th e proposed crossing.
Placement of the crossing in its current location is intended to minimize impacts to jurisdictional
streams and wetlands by crossing the intermittent Stream SF in a location that lacks an existing

stream channel for a distance of approximately 100 linear feet and also impacts as little wetland
area as possible. The piping of Stream SF effectively remove s the hydrology for Wetland WJ.
Therefore, placement of the crossing to the nor thwest of the proposed crossing by a sufficient
distance to avoid impacts to Wetland WJ would im pact a larger area of jurisdictional wetlands
WH and WI and a greater length of Stream SF, as the crossing would necessarily be at an
oblique angle to the stream in order to avoid the industrial build ing located immediately to the
south. Placement of the crossing to the so utheast of the proposed crossing by a sufficient
distance to avoid impacts to Wetland WJ would require sharper, less ideal curves leading to each
approach to the crossing and is anticipated to impact approximate ly 100 additional linear feet of
Stream SF.

Mitigation for this project is proposed at a 1:1 ra tio for impacts to the intermittent Stream SF and
at a 2:1 ratio for impacts to Wetlands WI and WJ. The following table details proposed
mitigation requirements for this project.

Table 2. Project Mitigation Requirements
Section/
Site
Permanent
Stream
Impacts
Proposed
Mitigation
Ratio
Warm-water
Stream
Mitigation
Credits
Required
Permanent
Wetland
Impacts
Proposed
Mitigation
Ratio
Riparian
Wetland
Mitigation
Credits
Required
P-5206A
Permit Site 221 1:1 221 0.11 2:1 0.22

A total of 221 warm-water stream mitigation cred its and 0.22 riparian wetland mitigation credits
will be purchased through the NC EEP in-lieu fee program to offset project impacts. A
Mitigation Acceptance Letter from the NCEEP is attached. Please note that the attached
Mitigation Acceptance letter specifies project imp acts and not adjusted mitigation requirements;
however, the NCEEP is prepared to provide mitigation for the sp ecified impacts at a 2:1 ratio.

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-5206A
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
TownCreek
C
Yadkin
TheP-5206projectgenerallyrunsparalleltoNC49forapproximately11miles.TheP-5206AprojectconsistsoftherealignmentofPeelerRoad(SR
2538)toanewtwo-lanebridgeovertherailandclosureoftheexistingat-gradecrossingsofPeelerRoadandPeachOrchardRoad(SR2539).
Pleaseseeattachedletter.
7.48
Pleaseseeattachedletter.
Pleaseseeattachedletter.
Axiom Environmental,Inc.
TheprojectwasvisitedandjurisdictionalareaswereapprovedbyJohnThomasoftheUSACEandAmyEulissoftheNCDWQonSeptember30,2010
andAugust28,2012.
Pleaseseeattachedletter.
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 HeadwaterWetlandYesCorps0.1
NoCorps0.01
Yes/No-
Yes/No-
Yes/No-
Yes/No-
0.11
FillSF-UTtoTownCreekINTCorps3221
221
Table3notespermanentimpactstoStreamSF.Pleasseetheattachedletter,PermitDrawings,andWetlandPermitImpactSummaryforcomplete
permanentandtemporaryimpacts.
P
P
-
-
-
-
LandClearing
Chooseone
Chooseone
Chooseone
Chooseone
HeadwaterWetland
Chooseone
Chooseone
Chooseone
Chooseone
P
-
-
-
-
-
Chooseone
Chooseone
Chooseone
Chooseone
Chooseone
-
-
-
-
-
-
-
-
-
-
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 im pacts
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
Nopondconstructionisanticipated.
Yes/No
Theprojectdoesnotliewithinawatershedwithadesignatedriparianbu ff er.
-
-
-
-
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.
221
warm
0.22
WetlandW1israted"High"bytheNCWetlandAssessmentMethod,resultinginaproposed2:1mitigationratio.
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 th e
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:
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
G rassshoulders,slopes,andswaleswillbeusedtotreatstormwaterdischargepriortoenteringsur f acewaters.Pleaseseeattached S tormwater
ManagementPlan.
RowanCounty,Salisbury
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.
Theproposedprojectisdesignedtoimprovesa f etyalongthisstretcho f railbyremoving2at-gradecrossingsandreplacingthemwith1grade-
separatedcrossing.Thegrade-separatedcrossingisintendedtoeliminatetrain-automobileinteractionsandmaintaincurrenttrafficflow.None w
publicfacilitiesoraccesstodevelopedordevelopableareasareproposed;therefore,theseupgradedcrossingsarenotanticipatedtoencouragean y
nearbydevelopment.
Nosewagedischargeisanticipatedasaresulto f theproposedproject.
Old
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Paulownia Drive
Hill Top
D
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Fr
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£¤29
Prepared for:
1
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
Figure 2C
Figure 2D
Figure 2E
Figure 2F
Figure 2G
Figure 2H
Figure 2I
Figure 2J
§¨¦85
Figure 2K
Mai n Stre et
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3
0
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7
7
4
786
7 5 8
786
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 1,500 250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
A
Ma
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S
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Pee
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R
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8
2
7
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0
794
7
9
0
78
6
7 8 2
7
9
4
7
5
8
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 1,500 250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
B
Main

S
t
r
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t
Bertie

A venu
e
Swink

A
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0
762
75
0
782
7
7
8
7
6
2
774
766
7 5 0
790
750
8
1
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 1,500 250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
C
I-85
Main

S
t
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W
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786
79
4
79
4
77 4
8
0
2
786
786
7 70
782
778
7
9
8
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 1,500 250
Feet
³
!(153
Legend
Study area
Approximate rail line location
NCDOT roads
4-foot elevation contours
D
I-85
Main Stree
t
US-29 Highway
Delt a Stree t
C
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R
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814
798
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79
4
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778
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0
6
814
7
9
8
7
9
4
7
9
4
782
806
802 798
818
7
8
6
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 1,500 250
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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t
y

S
t
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Bostian
S
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Va
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S
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Unknown
R
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S
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Pa
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S
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R
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Railroad Avenue
Frank
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S
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R
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H
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Klondale Street
Gr
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Sal
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S
t
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Be
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S
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Oak Street
Miller Street
Myrtle Goodnight Road
B
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S
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Ol
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R
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Mil ler Street
810
818
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806
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794
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0
798
81
4
810
786
8
3
0
79 0
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 1,500 250
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
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Fran
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Str
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7
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2
7
7
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8
0
6
8 2 2
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 1,500 250
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
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y

R
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a
d
Taylor Street
El
m

S
t
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M t
M
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a
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C
h
u
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c
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R
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Ki
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b
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l

L
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L
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S
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Cen
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Unkno
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E
v
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A
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Roberts Street
L
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S
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1s
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H
a
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S
t
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Brandon Scott Lane
D
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S
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562507a
L
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8
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6
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7
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7
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7
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7
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79
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6
81
0
8
1
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79
8
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838
842 83
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 1,500 250
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
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l

S
t
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R y der

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A
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Zi
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S
t
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Beaver Street
M ill S
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M
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Mi
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Hok
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Dia
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Turner Street
Upright Str eet
Cor
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S
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1st
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S
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Hillside Street
3r
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S
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854
858
84
6
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866
838
8
3
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810
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79
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790
78
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830
8
6
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6
80
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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 1,500 250
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
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S
t
r
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e
t
21
s
t

S
t
r
e
e
t
26
t
h

S
t
r
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e
t
Ashe Avenue
23
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S
t
r
e
e
t
24
t
h

S
t
r
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t
25
t
h

S
t
r
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t
Clermont Avenue
We
s
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S
t
r
e
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t
29
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S
t
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27
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S
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28
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31
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Bl
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w
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l
d
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r

S
t
r
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t
20
t
h

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

S
t
r
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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
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t
Linda Avenue
2
1
s
t

S
t
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t
20
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S
t
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t
20
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S
t
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8
3
8
834
85
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846 842
8
3
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826 822
8
1
8
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1
4
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1
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806
802
798
79
4
7
9
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858 862
786
866
782
778
870
774
770
874
766 762
7
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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
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794
850
786
862
830
818
790
838
8
0
2
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782
842
814
82
2
858
79
4
826
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818
838
8
5
8
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7
9
0
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8
3
8
774
8
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2
834
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814
778
8
2
6
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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 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
NOV 2012
1:4800
09-004
§¨¦85
!(152
J2
³
500 0 500 1,000 1,500 250
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
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t
Waln
u
t

S
t
r
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t
Ki
m
b
a
l
l

S
t
r
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t
12
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S
t
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t
Junip
e
r

S
t
r
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e
t
E
b
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n
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z
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r

R
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a
d
Sloop Avenue
Br
o
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k
d
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e

S
t
r
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e
t
16
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h

S
t
r
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1
8
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S
t
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13t
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S
t
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8th

S
t
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20
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S
t
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19
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S
t
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1
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S
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Loc
u
s
t

S
t
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t
Pe
t
h
e
l

S
t
r
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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
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t
20
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h

S
t
r
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e
t
18
t
h

S
t
r
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e
t
12t
h

S
t
r
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e
t
1
6
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h

S
t
r
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e
t
19
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S
t
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t
13t
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S
t
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t
21
s
t

S
t
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e
t
834
8
3
0
8
2
6
822
818
8
1
4
810
8
0
6
838
8
0
2
842
798
79
4
7
9
0
7
8
6
846
7
8
2
7
7
8
7
7
4
850
7
7
0
7
6
6
76
2
7
5
8
8
3
0
84
2
822
83
8
838
8
3
8
84
2
794
80
2
818
8
1
4
822
77
8
8
0
2
774
84
2
84
6
806
8
3
0
786
846
842
814
8
5
0
846
818
8
4
2
786
818
838
79
0
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 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
NOV 2012
1:4800
09-004
§¨¦85
!(152
K2
³
500 0 500 1,000 1,500 250
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
1012 0.5
Mi 3 A
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
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E

4
C
FIG
U
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4
E
REID
NORTH KANNAPOLIS
FIG
U
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4
D
FIG
U
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4
F
FIG
U
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4
G
FIG
U
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4
H
FIG
U
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4
I
FIG
U
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4
J
FIG
U
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4
K
FIG
U
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E

4
L
FIG
U
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E

4
M
FIG
U
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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
09-004 ³
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
1000100200 50
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
1000100200 50
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
1000100200 50
Feet
³
4C, 4D
C D
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
1000100200 50
Feet
4E, 4F
E F
F
E
³
G
Stream SL
Stream SM
Wetland WM
Mo
r
r
i
s

F
a
r m
R o a d
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
1000100200 50
Feet 4G
³
Wetland WO Wetland WN
Main Street
Mo on 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
1000100200 50
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
1000100200 50
Feet
³
L
Stream SQ
Stream SR
Main
S
t
r
e
e
t
Cha
p
e
l St r e e t
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 i l ls i d 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
!(Field-located data point
Direction of flow
""""Approximate culvert location
1000100200 50
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
1000100200 50
Feet
4M, 4N
N
M
N
M
³
R o w a n C o u n t y , N C
T i t l e :
P r e p a r e d f o r :
N o t e s :
P -5 2 0 6 A P R O P O S E D R O A D W A Y L O C A T I O N S A N D S O I L S U R V E Y M A P P I N G
R E I D T O N O R T H K A N N A P O L I S
R A I L I M P R O V E M E N T S
P r o j e c t :
F I G U R E
D r a w n b y :
D a t e :
S c a l e :
P r o j e c t N o .:
S G D
O C T 2 0 1 0
1 :9 0 0 0
1 0 -0 1 4
³
L e g e n d
P -5 2 0 6 p r o j e c t a r e a
J u r i s d i c t i o n a l s t r e a m
J u r i s d i c t i o n a l w e t l a n d
P r o p o s e d r o a d w a y l o c a t i o n
0 .5 0 0 .5 1 0 .2 5
M i l e s 5
B a c k g r o u n d i m a g e r y s o u r c e :S o i l S u r v e y o f R o w a n C o u n t y (2 0 0 4 ) p r o v i d e d b y t h e N a t u r a l R e s o u r c e C o n s e r v a t i o n S e r v i c e .
North Carolina
Department of Administration
Beverly Eaves Perdue, Governor Moses Carey, Jr., Secretary
Mr. Ryan White
NCDOT
Rail Division
1553 Mail Service Center
Raleigh, NC 27699-1553
November 20, 2012
Re: SCH File # 13-E-4220-0114; FONSI; Construct a Second Track and Safety Improvements
from Salisbury (Reid) to Kannapolis (N. Kannapolis), TIP P-5206; WBS No.
52000.1.STR02T2
Dear Mr. White:
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act. According to G.S. 113A-1 0, when a
state agency is required to prepare an environmental document under the provisions of federal law, the
environmental document meets the provisions of the State Environmental Policy Act. Attached to this
letter for your consideration are the comments made by agencies in the course of this review.
If any further environmental review documents are prepared for this project, they should be forwarded to
this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Attachments
cc: Region F
Mailing Address:
IJOl Mail Service Center
Raleigh. NC 27699-1301
Sincerely,
CALDkt ~ oc
Crystal Best
State Environmental Review Clearinghouse
Telephone: [phone]
Fax [phone]
State Courier #51-01-00
e-mail [e-mail]
An Equal Opportunity/Affirmative Action Employer
Location Address:
116 West Jones Street
Raleigh, North Carolina
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
MEMORANDUM
TO:
FROM:
RE:
Crystal Best
State Clearinghouse
Lyn Hardison J'lv
Division of Envirortmental Assistance and Outreach
Permit Assistance & Project Review Coordinator
13-0114 Finding of No Significant Impact
Dee Freeman
Secretary
Construct a Second Track and Safety Improvement from Salisbury (Reid) to Kannapolis
(N. Kannapolis), TIP P-5206
Rowan County
Date: November 13, 2012
The Department of Environment and Natural Resources has reviewed the proposal for the referenced
project. The comments are attached for the applicant's consideration.
Thank you for the opportunity to respond.
Attachment
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] I Internet: http://portal.ncdenr.org
An Equal Opportunity \Affirmative Action Employer-30% Recycled
N~~hCarolina
/Vnfttrnll!f
!
i
I
I ._·_ .. • ___ ·_·_ · __ ._· ·. --.-··-•-· __ · .. _· ..•.... . ··_. __ · ... · RECEiVED
Department of Environment and Natural Resources: . . ·
Project Review Form ocr i I 2012
MOV V EGIONA_l OFFICE
i'l'O]cct Number: 13-0114 County: Rowan Date Received: 10/16/2012
Due Date: 11L13/2G12
rroj.ect Description: Finding of No Significant Impact -Construct a Second Track and Safety
Improvements from Salisbwy (Reid) to Kannapolis (N. Kannapolis), TIP P-5206;
WBS No. 52000.1.STR02T2 . -
r-· -----------------·---·--····--· ··-··--------------------
IY-'iease ref to 12-0124
I
This Project is beit1g reVieWed as indicated below;
l. ___ :<'.'~~aJ Office 1-Regi~al P' Ar;~ _ ·-
·----Asheville 1 Air ;st f5{2-~ J fl-.
___ Fayetteville 1 Wat• :fW/J 11>/t>rjn.--
./_ Moorcsvllle
_ Raleigh
Washingtrn1
Wilmington
Winston--Saie1:r1
Aquifer froty~tion. •) ;... 1 -l.--d\\<1 ,0 · O•> •
Lnnd Qual!_!X 0ngineelA\c-
6:6"-\·'\'"" \
lJST
ln-House Review
M<!Iiue Fisheries
__ CoH!lial Mauaeement
__ Water Resource.'.! Mgmt
__ -Water Supply Section
_:[_ Parks & Recreation
Water Quality
I
___ Water Quality~ DOT
Wildlife
----------~
I l __ {_ __ Wildlife-DOT TnlYiULJ~QQ ___ tYI
I . __ Waste Mg.mt
----~-_________ LI,.~:::'"'"---~, ,,;;, ,~, ... ,,~",--------I
============ -----::.:::_·-_____ -:::: .. :::.:___ .L -J
j .:;L:nager Sig;J~Off,'Region:
I
Re.~:onse ( ch(..>ck all applicable)
__ ~o objection to project a:-; proputied. No Comment
__ In.mHicient b:;'orrnation to complete rcyiew _____ Other (spcci£)' or auc.ch cor::mcms)
J.fyou have any questions, please contact:
Ly.n Hardison at jyn. [e-mail] or [phone].
______________________ _j
State of Nortb Carolina
Department of Environment and Natural Resources
INTERGOVERNMENTAL REVIEW-PROJECT COMMENTS Pmjeot N"mb.,c_l3_-{) 1\ L/-Due O.IO:JI { 1"3/_Q
After review ofthis project it ha! been determined that !he ENR permit($) and/or awovafs indicated may need to be obtained in order for this project to comply ;tN;1;
Carolina Law. Questions regarding these ponnits should be addressed to the Regional Off' tee indicated on the reverse of the form. All applications, information aud guidelines
relative to the.'le phmslUld permits arc available from the same Regional Office.
r ---.------
PERMITS
Permit to construct &: Opt:ratc wastewater treatment
-----·---------
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
Nonnal Process Time
(statutory time limit)
------1----
I Application 90 days before begin construction or award of construction
L
[] facilities, sewer system extensions & sewer systems
not discharging into stnte surface waters. contracts. On-site lns~tian, Post"ilppliCIItion technical conference usu 'L
---
30days
(90 days) --------l
NPDES -permit to discharge into surface water and/or
[] permit to operate and conslnlct waste\Wter f~teilitics
discharging into state surface waters.
---
CJ Water Use Permit
---
u Well Constn;etion Permit
---
,-~1 Dredge and Fill Pennit
----
Pennit to construct & operate Air Pollution Abatement --1 iacilities andlor Emission Sources liS per 15 A NC.AC
(2Q.OIOO Lhtu 2Q.0300)
--P~~itlo construct & Qperate Tran~portation r•aci!ity as _-] per J5A NCAC(2D.0800, 2Q06Dl)
J Any open burning associated with subje~.:t proposal
rm.:st be in compliUIICC wirh 15 A NCAC 2D.l900
--I I Demolition or renovations of stmctures conlllining
) ~:sbestos ma!erial must be in cQmpliunce with 15 A
J 1 NCAC 20.1110 (a) (I) which requires notificatwn ~tnd
1 _.emcval prior ro demolition. Comnct Asbestos Control
f3roup 919-'107-5950.
--
J Complex Source Permit rel'luired under l 5 A NCAC
:m.oooo
---~-----..• --~-
AppliClltion 180 dnYJj before begin nctivity. On-site inspection. P~appl ieation
conference usual. Additi<mally, obtain permit to cruJstruct wastewater
treatment facility-granted alter NPDES. Reply time, 30 days after recci pt of
plans or isaue of NPDES pem1it-whichever is later.
Pre-nppJicmion technktd conference usually necessary
----------··------
Complete application must be received and permit i:~sued prior to the
installation of a well. ' -
Application copy must be served on each adjacent riparian property o wner.
"' On-~ite ins~tion. Pre-application confere11ce usual. Filling m1:1y requi
Easemt~nt to Fill fwm N.C. Dep1utmr:nt of Administration and Federal
Dredg8and Fill Permit.
-
Application must be submitted and pe1mit received prior to
construction and operation of the li0\11\:C. If 11 pwnit is required in an
11reu withllutlocal.zoning, then there are additicmr~l requirement~ and
timeline.i (?.Q.0113). ------------
Application must b!! ~ubmitted p.t le:ast 90 days prior to construction or
modlfiC!Ition of the source.
NIA
-
90-120 days I
-(~fA]·· I
+--------,
''"""' I
(NIA) ----1
7 days /
(15 days) 1 ---------------1
'
55 illtys 1'
___ ,___ (9ndays_) ______ l
90 days
'------
90 day3
' ---------------
Ell days
(90 days)
I
jhe Sedimentation Pollution Control Act or 19'13 must be properly addressed fi:tr any land dL<UUrhing activity. An erosion &
--------------l
I
1 ;·::--,:;.-~:~,cdi~enllltion control plan will be r~gu~rcd if~.'l.C or more acres to~ dist~rbed. Plan filed w!dl proper Regional Office (~and Q~nlil:' 20 days
: · /secf!OJl) At least 30 days befme begmnmg acti\'!L)'. A fee of$65 1or the lm;t acre Qr any part of&! ncre. An express revJcwnptton IS (30 day.~)
I avaJlab!e with addl!umnl fees I
I J ~~mme11tauon and ercsJOn control must be addressed Ill accordance wnh NCDaf's approved program Punlculurattentton should be glvento1-----;:ays;-----
~ ~ ~ de.:;1gn -~~\Stllllnt\On~_f appropnate penmerer sechmcnt trnppmg devices as well ~~~~~ ~~o1111wa1er conveyaw:es a.nd outle~----_ ----------__ I
' I On-site mspetllon usual. Surely bond filed With ENR Bond amount vane:; ---~
I :Vimmg PcmM With type mme and number Ofll.Crt~ of affected !and Any arc mmed grenter 30 dJys I
I
:_____, than one acre must be pennlttcd. The appi·oprinte bontl must be I'Cccived (60 days)
! _____ l_ __________________ ... bt:fore the penn it can be iss\l~~----------~---------·-------·----,-1 i U I North carolina Bwningp,nn;t Ou-•i~ iosp"'li'" by KC. Dhi•ioo fore•l R""'"" if p'nnit oxmd• 4 day• (~~ '
~--·-----
1 , I Speciul Gr01md Clcamnce };lurnlng Pennit -22 i ~~ '""""'~:-~==1~-c with O<grutio "'I•
/ :·:·J (J1I Refming Fa..:ilitte~ II _________________ _
I
I i :::J Dam 58ft:~' Permit
------------------------"l
On-site inspection by N.C. DivisiQn Fore.~t Resources required "if more U1an
five acres of ground clearing activities are involved. hli!tJCCiions should be
requested at least len days bi!IOre actunl bum is planned."
N/A
If permit required, nppli~ution 60 days bclfore begin construction. Ap]llicant
must hire N.C. qualified engineer to: prepnre plans, inspect construction
certify construction i:o according to ENR upproved plans. May also require
permit under mosquito control program. And a 404 permit from Corps of
Enginr.ers. An inspection of site is necc3sary to vt:riJY Haxard Clnssification. A
minimum fee of $200,00 mtL~t accompnny the: application. An additional
processing fee b~ed on II. percentnge: or the tom I project cost will be required
urnm r.omnletion
I r.lay
(N/A)
9D·J2{l duys
(NIA)
30 dnys
(60 days)
----
r----Normal Process Time
(statutory time limit)
Pf.RMJTS
1--,-
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
File surety bnnd Gf$5,000 with ENR running to State ofNC conditional that JOdays 0 Permit to dri!l exploratory oil or gas well any well opened by drill open~tor shall, upon abandonment, be plugged NIA according to ENR rule.!! and regulations.
-··w• ---
0 Geophysical Exploration l'em'lit Application filed with ENR at least 10 days prior to issue ofpennit 10 days
Application by letter, No standard application fonn. NIA -----Application fees based on !tnlctu~ size is charged. Muat indude descriptions I 5-20 days 0 State Lakes Construction Pem1it & drawings of structure & proof of ownership of riparian NIA
---------~--~~------------------------E!?..E!JftY.
60days 1 0 40! Water Quality Certification N/A -(no d•J"L __ -~
,.o -G:AMA-Perrnit-for-rvrAJOI<..dr.:vclcpmcni --------------------··· · · J2:SO,Qe-fCtMnU5-Hieeeifip'Ui\Y-af'Jflll0JH.iait-· ---· ~.:.....:-.-.• _:.; 55 dnys
-·"'(TS!faafsy---· t-·-·~ 1---------------------------------·-·· 22 da~;-·---~
CAMA 1'~:~.~:~~~~~~ development _ -~-.1~~0.00 fee must accompany application I c:l (25 days} : r··-se"Vel·a! geode£ic monumentB arc located in or near tile project urea. If any monument needs to be moved or destroyed, please notify:
----~~
I:J N.C. Geodetic Survey, Box 27687 Raleigh, NC 27611 I I L ..
1------------------------·-·--·--···-------·-···-------···
jla" Abendonmen! of any wells, if :-eqt:ired :nust be ir1 ac::crdo.nce with T;"t!c 15A. Subchapter 2C.O 100. :
~ -d,~:~~~~~~::r ~~~~-:~er-r~~:n~~~~~~~~ucstcd ~"orplnm" undCJground stornge tanks (USTS) are d1~covered dunng any excavatiOn operation
--I
I ~~j Comph~~ w<lh 15A NCAC 'H 1000 {Co""' Stonnw•rec Rol<>) ""4""""_ -
-•15 days
(N/A)
I CJ Tar Pamtico or Neuse Riparian Buffer Rules required. 1·---___ · .. -. ---·--------'-* Other comments (attach addmonat pagr.s as necessary, b<ang ccrtmn to Cite conunent authonly) !
I
I
I
i
I
I
:
I
!
I
fiP < II. •.
fS;
l. ..•.• ------·-----·--····------··-··---·----------·---------------.-----·-· ------------------
I
________ j
RE(;IONAL OFFICES
Questions regarding these pennits should be addressed to the Regional Office marked below.
cJ Asheville Regional omce
2090 US Highway 70
Swannanoa, NC 28778
[phone]
IJ Fayetteville Regional Office
225 North Green Street, Suite 714
Fayetteville, NC 28301-5043
[phone]
ilfiioorcsville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
[phone]
Ll Raleigh Regional Office
3 800 Bauett Drive, Suite 101
Raleigh, NC 27609
[phone]
u Wushington Region~! Office
943 Washington Square Mall
Washington, NC 27889
[phone]
0 Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
(91 0) 796-7215
[] Winston-Salem Regional Oflicc
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
COUNTY: ROWAN
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
F05: RAILROADS STATE NUMBER:
DATE RECEIVED:
13-E-4220-0114
10/16/2012
AGENCY RESPONSE: ll/12/2012
MS CAROLYN PENNY
CLEARINGHOUSE COORDINATOR
CC&PS -DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
MSC # 4719
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS -DIV OF EMERGENCY MANAGEMENT
CENTRALINA COG
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: NCDOT
TYPE: National Environmental Policy Act
Finding of No Significant Impact
REVIEW CLOSED: 11/15/2012
DESC: Construct a Second Track and Safety Improvements from Salisbury (Reid) to
Kannapolis (N. Kannapolis), TIP P-5206; WBS No. 52000.l.STR02T2
CROSS-REFERENCE NUMBER: 12-E-4220-0124
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: E21 NO COMMENT c=J COMMENTS ATTACHED
SIGNED BY: ~"I') 3/y,L~s;;,L DATE: Ol ,.Jov C).. OJ {f.
N 0 s t=" t-\-/1.. d"-P AcTS
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: ROWAN F05: RAILROADS STATE NUMBER:
DATE RECEIVED:
13-E-4220-0114
10/16/2012
AGENCY RESPONSE: 11/12/2012
MS CARRIE ATKINSON
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING -MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS -DIV OF EMERGENCY MANAGEMENT
CENTRALINA COG
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: NCDOT
TYPE: National Environmental Policy Act
Finding of No Significant Impact
REVIEW CLOSED:
DESC: Construct a Second Track and Safety Improvements from Salisbury (Reid) to
Kannapolis (N. Kannapolis), TIP P-5206; WBS No. 52000.1.STR02T2
CROSS-REFERENCE NUMBER: 12-E-4220-0124
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
11/15/2012
If additional review time is needed, please contact this office at [phone].
AS A RESULT SUBMITTED: NO COMMENT c=J COMMENTS ATTACHED
/~~~
SIGNED BY: DATE: I0-2G-/2-
' '
•'
COUNTY: ROWAN
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
FOS: RAILROADS STATE NUMBER:
DATE RECEIVED:
13-E-4220-0114
10/16/2012
AGENCY RESPONSE: 11/12/2012
MS RENEE GLEDHILL-EARLEY
CLEARINGHOUSE COORDINATOR
DEPT OF CULTURAL RESOURCES
STATE HISTORIC PRESERVATION OFFICE
MSC 4617 -ARCHIVES BUILDING
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS -DIV OF EMERGENCY MANAGEMENT
CENTRALINA COG
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: NCDOT
TYPE: National Environmental Policy Act
Finding of No Significant Impact
REVIEW CLOSED:
DESC: Construct a Second Track and Safety Improvements from Salisbury (Reid) to
Kannapolis (N. Kannapolis), TIP P-5206; WBS No. 52000.l.STR02T2
CROSS-REFERENCE NUMBER: 12-E-4220-0124
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
11/15/2012
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED:
"'"'""' {2,_,.,., ~ui!Ul£-~
~ NO COMMENT c=J COMMENTS ATTACHED
DATE:
COUNTY: ROWAN
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
F05: RAILROADS STATE NUMBER:
DATE RECEIVED:
13-E-4220-0114
10/16/2012
AGENCY RESPONSE: ll/12/2012
MS ELIZABETH HEATH
CLEARINGHOUSE COORDINATOR
DEPT OF AGRICULTURE
1001 MSC -AGRICULTURE BLDG
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS -DIV OF EMERGENCY MANAGEMENT
CENTRALINA COG
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CULTURAL RESOURCES
DEPT OF TRANSPORTATION
PROJECT INFORMATION
APPLICANT: NCDOT
TYPE: National Environmental Policy Act
Finding of No Significant Impact
REVIEW CLOSED:
DESC: Construct a Second Track and Safety Improvements from Salisbury (Reid) to
Kannapolis (N. Kannapolis I, TIP P-5206; WBS No. 52000.1. STR02T2
CROSS-REFERENCE NUMBER: 12-E-4220-0124
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
11/15/2012
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF SUBMITTED:
SIGNED B.
NO COMMENT c=J COMMENTS ATTACHED
DATE: /(~~~ k
t I
IMPACTS
WETLAND/ STREAM
9A BEATRICE B. STILLER
7A WILLIAM MARSHALL ISENHOUR SALISBURY, NC 28145
305 PEELER ROAD
SALISBURY, NC 28145
730 PEACH ORCHARD LANE
NAMES AND ADDRESSES
PARCEL NO.ADDRESSES NAMES
PROPERTY OWNERS
SHEET OF 7/3/12
P R O J E C T : 5 2 0 0 0 .1 .S T R 0 3 T 1 B (P -5 2 0 6 A )
ROW3AN COUNTY
RAIL DIVISION
NCDOT
P E E L E R R O A D G R A D E S E P A R A T I O N
OVER NCRR/NS FROM
R E I D T O N O R T H K A N N A P O L I S
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NC

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WETLAND/ STREAM IMPACTS
E NGLISH
0
0
0
LOCATION:
TYPE OF WORK:
0
0 0
See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
DHV
D
T
V
=
=
=
=
=
%
%
MPH
% *
2035 ADT
MILES
MILES
MILES
=
=
=
=ADT
DESIGN DATA
P
-
5
2
0
6
A
50 25 50 100
100 50 25 50
10 5 10 20
FUNC CLASS=LOCAL
PROJECT
BEGIN
PROJECT
END
BRIAN A. WILES, PE
ROWAN COUNTY
2009 ?
?
8
55
50
* 2% TTST + 2% DUALS
4
1 3
1 4 1 5
1 6
9
7
6
5
4
8
1 1
1
0
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-Y 2 0 -
-Y 2 1 -
-
Y 2
3 -
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T O S A L I S B U R Y
T O C H I N A G R O V E
N A D 8 3 / N S R S 2 0 0 7
0.843
0.078
0.765

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
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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$
D
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$
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$
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$
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N T O F T R A N S P O R T
A
T
I O
N
S
T
A
T E O F N O R T H
C
A R O L I
N
A
NC DEPARTMENT OF
TRANSPORTATION
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
ENGINEERING AND SAFETY BRANCH
P.E.
C N N C C A R O L N I A
N O R T H
SIGNATURE:SIGNATURE:
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
D
C
N
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
SUBMITTAL:
DATE:

GRAPHIC SCALES PROJECT LENGTH
ENGINEER
HYDRAULICS
RIGHT OF WAY DATE: LETTING DATE:
-Y2- STA 45+83.12
END BRIDGE
-Y2- STA 41+72.12
BEGIN BRIDGE
TOTAL LENGTH (-Y2-) TIP PROJECT P-5206A
LENGTH STR (-Y2-) TIP PROJECT P-5206A
LENGTH RDWY (-Y2-) TIP PROJECT P-5206A
CONVENTIONAL PLAN SHEET SYMBOLS
U S H W Y 2 9
S M A I N S T
S M A I N S T
U S H W Y 2 9
P
E
E
L
E
R

R
D
S
R

2
5
3
8
FROM REID TO NORTH KANNAPOLIS
PEELER ROAD - GRADE SEPARATION OVER NCRR/NS
-Y2- POT 11+50.00
BEGIN TIP PROJECT P-5206A
-Y2- POT 56+00.00
END TIP PROJECT P-5206A
N C R R /N S
N C R R /N S
C
E D
A R S P R I N
G
S R D
S R 1 5 6 0
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
ROADWAY ENGINEER
MARCH 19, 2013 MARCH 30, 2012
NDOT RAIL DIVISION CONTACT: SANDRA STEPNEY, PE
VICINITY MAP
L
O
N
G

M
E
A
D
O
W

D
R A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SALISBURY.
S A L I S B U R Y C I T Y L I M I T
R O W A N C O U N T Y
S A L I S B U R Y C I T Y L I M I T R O W A N C O U N T Y
S A L I S B U R Y C I T Y L I M I T R O W A N C O U N T Y
R O W A N C O U N T Y S A L I S B U R Y C I T Y L I M I T
OFF-SITE DETOUR ROUTE
P.E.
P-5206A
52000.1.STR03T1B
MARCH 30, 2012
1 2
PLANS
RIGHT-OF-WAY
STRUCTURES
GRADING, DRAINAGE, PAVING, SIGNALS AND
R/W
52000.3.STR01T4A
43219.2.STR08P5206
UTIL. CONST.
NC License No: F-0258
An Company
601
601
601 601
1505
1500
1500
1503
1642
1503
1500
1619
1560
2539
2545
2538
1002
2532
2532
1002
2528
2574
2582 1526
2611
1526
2541
1526
1571
1516
1560
1516
1514
1512
1600 1597
2539
1516
1625
1515
1514 C r e e k
G r a n t s
L i t t l e C r
e e k
G r a
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.
85
29
29
29
85
85
Salisbury
of
Satellite
Rowan
County
Airport
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2 :
1 D
FROM -Y2- STA. 29+65 LT TO -Y2- STA. 32+00 LT
Min. D= 1.5 Ft.
DETAIL D
Ground
Natural
F l a tt e r 4 :1 o r
Slope
Fill
FROM STA. 34+50 TO STA. 35+00 -Y2- LT
FROM STA. 28+00 TO STA. 29+80 -Y2- RT
F il l S l o p e 2 :1 o r F l a t t e r
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL F
Ground
Natural
Fabric
Filter
( Not to Scale)
TOE PROTECTION
d
LATERAL ’V’ DITCH
( Not to Scale)
D
2 :
1 2 :1
b
1"/Ft.
FROM -Y2- STA. 32+00 LT TO -Y2- STA. 34+50 LT
b= 5 Ft.
Min. D= 1.5 Ft.
DETAIL E
Ground
Natural
Slope
Fill F l a tt e r 4 :1 o r
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
o r
F l a tt
e r
2 :
1
FROM -Y2- STA. 28+00 LT TO -Y2- STA. 29+65 LT
FROM -Y2- STA. 22+00 RT TO -Y2- STA. 23+50 RT
FROM -Y2- STA. 22+00 LT TO -Y2- STA. 24+00 LT
2 :1 2 :
1 D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 29+70 -Y2- LT
STA. 27+80 -Y2- RT
Filter Fabric
DETAIL H
B= 4’ Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0’
Type of Liner= Class I Rip-Rap
2 :1 2 :
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
STA. 26+92 -Y2- LT
Type of Liner= Class ’B’ Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL P
Ground
Natural
Ground
Natural
Filter Fabric
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED *
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL IN F F
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
PAVED SHOULDER
NAD
83
/ N S R S
2007
-
M
A T C
H
L I N
E -

S T A .
2
2
+
0
0
.0
0

-
Y 2
-

S
EE

S H
EE
T

N
O
.
4
FOR -Y2- PROFILE SEE SHEET 17
-
M
A
T
C
H
L I
N
E -
S
T
A .
3
5
+
0
0 .0
0 -
Y
2 -
S
E
E
S
H
E
E
T
N
O .
6
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5 P-5206A
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
R E
V I S
I O
N
S

R
/
W
R
e
v
i
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6
A
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NC License No: F-0258
An Company
7A
8A
9A
7A
7A
2
5
3
0
3
5
-Y
2
-2 G I
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL E
LATERAL V DITCH
F R O M -Y B - S T A . 19 +5 0 R T T O -Y B - S T A . 2 1 +0 0 R T
F R O M -Y 21 - S T A . 2 6 +65 R T T O -Y 21 - S T A . 28 +57 R T
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2 :
1 D
FROM -Y2- STA. 29+65 LT TO -Y2- STA. 32+00 LT
Min. D= 1.5 Ft.
DETAIL D
Ground
Natural
F l a tt e r 4 :1 o r
Slope
Fill
SEE DETAIL F
W/ CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL F
W/ CLASS B RIP RAP
TOE PROTECTION
FROM STA. 34+50 TO STA. 35+00 -Y2- LT
FROM STA. 28+00 TO STA. 29+80 -Y2- RT
F il l S l o p e 2 :1 o r F l a t t e r
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL F
Ground
Natural
Fabric
Filter
( Not to Scale)
TOE PROTECTION
d
LATERAL ’V’ DITCH
( Not to Scale)
D
2 :
1 2 :1
b
1"/Ft.
FROM -Y2- STA. 32+00 LT TO -Y2- STA. 34+50 LT
b= 5 Ft.
Min. D= 1.5 Ft.
DETAIL E
Ground
Natural
Slope
Fill
HW
1
5
"
F ill S l o p e 2 :1 o r F l a t t e r
30 S Y FF E S T 17 T ON S C L A SS I R I P R A P
F l a tt e r 4 :1 o r
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
o r
F l a tt
e r
2 :
1
FROM -Y2- STA. 28+00 LT TO -Y2- STA. 29+65 LT
FROM -Y2- STA. 22+00 RT TO -Y2- STA. 23+50 RT
FROM -Y2- STA. 22+00 LT TO -Y2- STA. 24+00 LT
2 :1 2 :
1 D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 29+70 -Y2- LT
STA. 27+80 -Y2- RT
Filter Fabric
DETAIL H
B= 4’ Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0’
Type of Liner= Class I Rip-Rap
SEE DETAIL H
SLOPE = 5.7%; L=55’
DDE = 95 CY
EST 110 SY FF
EST 75 TONS
W/ CLASS I RIP RAP
4’ BASE HEAD DITCH
SEE DETAIL H
SLOPE = 0.5%; L=50’
DDE = 15 CY
EST 98 SY FF
EST 62 TONS
W/ CLASS I RIP RAP
4’ TO 3’ BASE TAIL DITCH
PSRM
20’ X 10’
EST 7 SY FF
EST 2 TONS
CLASS B RIP RAP
SEE DETAIL D
V DITCH
SPECIAL LATERAL
15 "
PSRM
20’ X 10’
2 :1 2 :
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
STA. 26+92 -Y2- LT
Type of Liner= Class ’B’ Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL P
Ground
Natural
Ground
Natural
Filter Fabric
SEE DETAIL P
S = 10.0%, L =30’
DDE = 5 CY
EST 14 SY FF
EST 7 TONS
W/ CLASS B RIP RAP
TAIL ’V’ DITCH
54 " RC P -I V
INVERT 1’
BURY
INVERT 1’
BURY
v
v
v
S O I L
G R V
6 ’ C H L w / 3 S B W
D I
R E T A I N I NG W A LL
V A R H T B L K
M T L P O S T S
G A TE
72 " C H L W / 3 S B W
LT
C O
N C .C O
N C .
E I P
E I P
5 0 ’ A C
C E SS E A S E
M E N T
P E R
D B 9 57 , P G . 38
S A L I S B U R Y C I T Y L I M I T
R O
W A
N C O
U
N
T Y
WALK-ON PRODUCTS, INC.
C ON C
G
R
V
1 2 " P L A S T I C
S
O I L
WILLIAM MARSHALL ISENHOUR
5 0 ’ A C C E S S E A S E M E N T
P E R D B 9 5 7 , P G . 3 8
BEATRICE B. STILLER
WILLIAM MARSHALL ISENHOUR
W I LL I A M M A R S HA LL I S E NHOU R
WILLIAM MARSHALL ISENHOUR
R O W AN
C O U N T Y
S A L I S B U R Y C I T Y L I M I T
W A L K -ON
P R ODU C T S , I N C .
SITE 1
C
C
C
C
C
C
C
C
C
F
C
F
F
C
F
C
C
F
F C
F
C
F
F
F
F
F
F
F
F
F
F
TO STA. 35+28 -Y2- LT
SBG FROM STA. 32+00
T O S T A . 3 6 +10 -Y 2 - R T
S T A . 28 +75 -Y 21 - LT
S B G F R O M
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2 :
1 D
FROM -Y2- STA. 29+65 LT TO -Y2- STA. 32+00 LT
Min. D= 1.5 Ft.
DETAIL D
Ground
Natural
F l a tt e r 4 :1 o r
Slope
Fill
FROM STA. 34+50 TO STA. 35+00 -Y2- LT
FROM STA. 28+00 TO STA. 29+80 -Y2- RT
F il l S l o p e 2 :1 o r F l a t t e r
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL F
Ground
Natural
Fabric
Filter
( Not to Scale)
TOE PROTECTION
d
LATERAL ’V’ DITCH
( Not to Scale)
D
2 :
1 2 :1
b
1"/Ft.
FROM -Y2- STA. 32+00 LT TO -Y2- STA. 34+50 LT
b= 5 Ft.
Min. D= 1.5 Ft.
DETAIL E
Ground
Natural
Slope
Fill F l a tt e r 4 :1 o r
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
o r
F l a tt
e r
2 :
1
FROM -Y2- STA. 28+00 LT TO -Y2- STA. 29+65 LT
FROM -Y2- STA. 22+00 RT TO -Y2- STA. 23+50 RT
FROM -Y2- STA. 22+00 LT TO -Y2- STA. 24+00 LT
2 :1 2 :
1 D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 29+70 -Y2- LT
STA. 27+80 -Y2- RT
Filter Fabric
DETAIL H
B= 4’ Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0’
Type of Liner= Class I Rip-Rap
2 :1 2 :
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
STA. 26+92 -Y2- LT
Type of Liner= Class ’B’ Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL P
Ground
Natural
Ground
Natural
Filter Fabric
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED *
*
*
*
**
*
**
*
*
WETLAND
DENOTES FILL IN F F
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
PAVED SHOULDER
NAD
83
/ N S R S
2007
-
M
A T C
H
L I N
E -

S T A .
2
2
+
0
0
.0
0

-
Y 2
-

S
EE

S H
EE
T

N
O
.
4
FOR -Y2- PROFILE SEE SHEET 17
-
M
A
T
C
H
L I
N
E -
S
T
A .
3
5
+
0
0 .0
0 -
Y
2 -
S
E
E
S
H
E
E
T
N
O .
6
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5 P-5206A
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
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$
$
$
D
G
N
$
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$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
R E
V I S
I O
N
S

R
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W
R
e
v
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a
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e
l

N
u
m
b
e
r

o
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T
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P
-
5
2
0
6
A
.
NC License No: F-0258
An Company
7A
8A
9A
7A
7A
2
5
3
0
3
5
-Y
2
-2 G I
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL E
LATERAL V DITCH
F R O M -Y B - S T A . 19 +5 0 R T T O -Y B - S T A . 2 1 +0 0 R T
F R O M -Y 21 - S T A . 2 6 +65 R T T O -Y 21 - S T A . 28 +57 R T
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2 :
1 D
FROM -Y2- STA. 29+65 LT TO -Y2- STA. 32+00 LT
Min. D= 1.5 Ft.
DETAIL D
Ground
Natural
F l a tt e r 4 :1 o r
Slope
Fill
SEE DETAIL F
W/ CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL F
W/ CLASS B RIP RAP
TOE PROTECTION
FROM STA. 34+50 TO STA. 35+00 -Y2- LT
FROM STA. 28+00 TO STA. 29+80 -Y2- RT
F il l S l o p e 2 :1 o r F l a t t e r
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL F
Ground
Natural
Fabric
Filter
( Not to Scale)
TOE PROTECTION
d
LATERAL ’V’ DITCH
( Not to Scale)
D
2 :
1 2 :1
b
1"/Ft.
FROM -Y2- STA. 32+00 LT TO -Y2- STA. 34+50 LT
b= 5 Ft.
Min. D= 1.5 Ft.
DETAIL E
Ground
Natural
Slope
Fill
HW
1
5
"
F ill S l o p e 2 :1 o r F l a t t e r
30 S Y FF E S T 17 T ON S C L A SS I R I P R A P
F l a tt e r 4 :1 o r
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
o r
F l a tt
e r
2 :
1
FROM -Y2- STA. 28+00 LT TO -Y2- STA. 29+65 LT
FROM -Y2- STA. 22+00 RT TO -Y2- STA. 23+50 RT
FROM -Y2- STA. 22+00 LT TO -Y2- STA. 24+00 LT
2 :1 2 :
1 D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 29+70 -Y2- LT
STA. 27+80 -Y2- RT
Filter Fabric
DETAIL H
B= 4’ Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0’
Type of Liner= Class I Rip-Rap
SEE DETAIL H
SLOPE = 5.7%; L=55’
DDE = 95 CY
EST 110 SY FF
EST 75 TONS
W/ CLASS I RIP RAP
4’ BASE HEAD DITCH
SEE DETAIL H
SLOPE = 0.5%; L=50’
DDE = 15 CY
EST 98 SY FF
EST 62 TONS
W/ CLASS I RIP RAP
4’ TO 3’ BASE TAIL DITCH
PSRM
20’ X 10’
EST 7 SY FF
EST 2 TONS
CLASS B RIP RAP
SEE DETAIL D
V DITCH
SPECIAL LATERAL
15 "
PSRM
20’ X 10’
2 :1 2 :
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
STA. 26+92 -Y2- LT
Type of Liner= Class ’B’ Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL P
Ground
Natural
Ground
Natural
Filter Fabric
SEE DETAIL P
S = 10.0%, L =30’
DDE = 5 CY
EST 14 SY FF
EST 7 TONS
W/ CLASS B RIP RAP
TAIL ’V’ DITCH
54 " RC P -I V
INVERT 1’
BURY
INVERT 1’
BURY
v
v
v
S O I L
G R V
6 ’ C H L w / 3 S B W
D I
R E T A I N I NG W A LL
V A R H T B L K
M T L P O S T S
G A TE
72 " C H L W / 3 S B W
LT
C O
N C .C O
N C .
E I P
E I P
5 0 ’ A C
C E SS E A S E
M E N T
P E R
D B 9 57 , P G . 38
S A L I S B U R Y C I T Y L I M I T
R O
W A
N C O
U
N
T Y
WALK-ON PRODUCTS, INC.
C ON C
G
R
V
1 2 " P L A S T I C
S
O I L
WILLIAM MARSHALL ISENHOUR
5 0 ’ A C C E S S E A S E M E N T
P E R D B 9 5 7 , P G . 3 8
BEATRICE B. STILLER
WILLIAM MARSHALL ISENHOUR
W I LL I A M M A R S HA LL I S E NHOU R
WILLIAM MARSHALL ISENHOUR
R O W AN
C O U N T Y
S A L I S B U R Y C I T Y L I M I T
W A L K -ON
P R ODU C T S , I N C .
7
6
6
7
6
6
767
767 767
7
6
7
7
6
8
768
768
76 8
768
768
7 6 8
7
6
8
768
76 8
768
7
6
8
7
6
8
768
7
6
8
7
6
9
7
6
9
7 6 9
7
6
9
769
76
9
7
69
769
7
6
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769
7
7
0
770
770
770
7
7
0
7 70
7
7
0
7 70
77 0
770
7 7 0
7 7 0
7 7
0
770
770
77
0
770
7
7
0
7
7
0
7
7
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77
1
7 71
771
771
7 7
1
77 1
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1
7 7 1
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7 7 3 773
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7 7 4
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777
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TO STA. 35+28 -Y2- LT
SBG FROM STA. 32+00
T O S T A . 3 6 +10 -Y 2 - R T
S T A . 28 +75 -Y 21 - LT
S B G F R O M
0 0
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NAMES ADDRESSES
9A BEATRICE B STILLER
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WETLAND/ STREAM
IMPACTS
730 PEACH ORCHARD LANE
SALISBURY, NC 28145
305 PEELER ROAD
SALISBURY, NC 28145
NCDOT
RAIL DIVISION
ROW3AN COUNTY
PROJECT 520001 STR03T1B (P-5206A)
PEELER ROAD GRADE SEPARATION
OVER NCRR/NS FROM
REID TO NORTH KANNAPOLIS
SHEET OF 7/3/12

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
WBS 52000 1 STRO3T1B (P 5206A)
SHEET 9/5/2012
WETLAND PERMIT IMPACT SUMMARY
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VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL
THIS SHEET)
EXISTING PAVEMENT
EARTH MATERIAL
2 6 CONCRETE CURB AND GUTTER
PROP VAR DEPTH ASPHALT CONCRETE BASE COURSE TYPE 825 OB
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PROP APPROX 4 ASPHALT CONCRETE BASE COURSE TYPE B25 OB
AT AN AVERAGE RATE OF 456 LBS PER SO YD
PROP VAR DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE
TYPE I19 0B AT AN AVERAGE RATE OF 114 LBS PER SO VD PER 1
DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 215 IN DEPTH OR
GREATER THAN 4 IN DEPTH
PROP APPROX 4 ASPHALT CONCRETE INTERMEDIATE COURSE
TYPE I19 08 AT AN AVERAGE RATE OF 456 LBS PER SO YD
PROP APPROX 3 ASPHALT CONCRETE INTERMEDIATE COURSE
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PROP APPROX 211 ASPHALT CONCRETE INTERMEDIATE COURSE
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