20140237 Ver 1_Application_20140310

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 10, 2014

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 Permit 14 and Section 401 Water Quality
Certifications for TIP Project# P-5204, McLeansville Road Grade Separation over the
North Carolina Railroad, McLeansville, Guilford County, NC Federal Aid Project No.
FRA-FR-HSR-0006-10-01-00, WBS No. 52400.1.STR04T3

Dear John,

The North Carolina Department of Transportation Rail Division (Rail Division) proposes to
construct a grade separation carrying McLeansville Road (SR 2819) over the North Carolina
Railroad (NCRR) right-of-way (Figure 1). Information within this package has been prepared to
support the application for authorization of impacts by Nationwide Permit (NWP) 14 (Linear
Transportation Projects), along with the associated N.C. Division of Water Resources (NCDWR)
Water Quality General Certification 3886 and a Riparian Buffer Authorization.
The Environmental Assessment (EA) document for this project was finalized in March 2013 and
was submitted to the appropriate regulatory agencies for review. The document was revised and
resubmitted in November 2013 with reduced riparian buffer impacts. A Finding of No
Significant Impact (FONSI) was approved on November 22, 2013 and is included on the digital
data CD.
Project Purpose and Need
The purpose of the Project is to improve vehicular mobility, vehicular and train safety, and the
efficiency of train traffic in the area around the McLeansville Road at-grade crossing of the

NCRR track in Guilford County, NC. This Project also will facilitate and support future
increased passenger rail service for the NCRR Piedmont Corridor.

Project Description
The proposed project involves the closure of public at-grade crossings of the NCRR at
McLeansville Road, Carmon Road (SR 2755), and the Bullard & Black private at-grade crossing.
These at-grade crossings will be replaced by a single grade-separated crossing located
approximately 120 feet west of the existing McLeansville Road crossing of the rail. In addition
to rail improvements, various improvements to the surrounding roadways are proposed in
support of the grade-separated crossing. Roadway improvements are consistent with the
Greensboro Urban Area Metropolitan Planning Organization (GUAMPO) 2035 Long Range
Transportation Plan (LRTP) and the Greensboro Urban Area Bicycle, Pedestrian & Greenway
Master Plan. An approximately 1200-foot service road will also be constructed to provide access
to the two properties affected by the closure of the Bullard & Black private at-grade crossing.

Water resources in the project area are located within U.S. Geological Survey (USGS)
Hydrologic Unit (HU) 03030002 (NCDWQ sub-basin 03-06-03 of the Cape Fear River basin).
Jurisdictional surface waters, wetlands, and riparian buffers are anticipated to be impacted by
project activities. Surface waters impacted by the P-5204 project drain to Little Alamance
Creek. Little Alamance Creek (in Guilford County) is listed by the NCDWR as a Watershed-IV
(WS-IV) Water with the supplemental Nutrient Sensitive Waters (NSW) classification, and has
been assigned a Stream Index Number [SIN] of 16-19-03. Little Alamance Creek is not listed
anywhere on the North Carolina 2012 Final 303(d) List of Impaired Waters (A waterbody with
the same name in Alamance County (SIN 16-19-11) is listed on the North Carolina 2012 Final
303(d) List, but has no connection to the Little Alamance Creek in Guilford County). A
Stormwater Management Plan is included in this package.
Attached to this letter are the following items.

 Pre-Construction Notification (PCN) Form
 Figure 1. P-5204 Project Vicinity Map
 P-5204 Wetland and Surface Water Impacts Permit Drawings dated October 28, 2013
 P-5204 Wetland Permit Impacts Summary sheet dated February 11, 2014
 P-5204 Preliminary Design Plans dated October 28, 2013
 P-5204 Stormwater Management Plan dated January 15, 2014
 P-5204 Approved Jurisdictional Determination dated September 25, 2012
 NC Ecosystem Enhancement Program (NCEEP) Mitigation Acceptance Letter dated
March 7, 2014
 A CD with digital files (in .pdf format) of:
o all information listed above
o P-5204 Finding of No Significant Impact dated November 22, 2013

Based upon Preliminary Design Plans, construction of the McLeansville Road grade-separated
crossing and associated roadway improvements is anticipated to permanently impact a total of
446 linear feet of stream in three locations and 0.03 acre of jurisdictional wetland at one location.
In addition to stream and wetland impacts, a small farm pond will be drained in order to
construct the proposed realignment of McLeansville Road. Table 1 and the attached Wetland
Permit Impact Summary summarize the total impacts to jurisdictional areas. Impact sites are
described below and depicted on the attached permit drawings. Table 2 lists the geographic
coordinates of the project impact sites.

Table 1. Project Impacts

Site
Impacted
Waterbody
Permanent
Stream
Impacts
(feet)
Temporary
Stream
Impacts
(feet)
Total
Stream
Impacts
(feet)
Permanent
Wetland
Impacts
(acres)
Temporary
Wetland
Impacts
(acres)
Total
Wetland
Impacts
(acres)
1 UT1 to Little
Alamance Creek 262 18 280 0.03 0.05 0.08
2 UT2 to Little
Alamance Creek 36 12 48 -- -- --
3 UT3 to Little
Alamance Creek 148 0 148 -- -- --
Total 446 30 476 0.03 0.05 0.08

Table 2. Project Impact Locations
Impact Site
NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
1 1,805,903.452 857,445.729 36.104126 -79.657029
2 1,806,706.038 857,881.954 36.105339 -79.654322
3 1,805,366.655 857,307.140 36.103736 -79.658843

Site 1
Impact Site 1 involves the crossing of an unnamed tributary (UT) to Little Alamance Creek
(UT1) and three small associated wetland areas by the realigned Bethel Church Road (SR 2930)
roadway. UT1 is a Relatively Permanent Water (RPW) with perennial flow. Fill for the
proposed roadway will require placement of 262 linear feet of this stream into a 42-inch Class IV
reinforced concrete pipe (RCP) to maintain flow. Temporary impacts due to stream dewatering
during construction total 18 feet. The proposed roadway fill slope will permanently impact
approximately 0.01 acre in each of two small jurisdictional wetland areas south of the proposed
roadway and less than 0.01 acre of a third wetland area located north of the proposed roadway.
To minimize further permanent impacts to these wetland areas, no mechanized clearing will
occur in areas that require clearing in preparation for the proposed fill slope. Temporary impacts

due to hand clearing total 0.05 acre. Mitigation for permanent impacts to UT1 is proposed at a
2:1 ratio. Since project impacts to jurisdictional wetland areas do not exceed the minimum
mitigation threshold for the requested permits, no mitigation is proposed.

Site 2
Impact Site 2 involves the crossing of a UT to Little Alamance Creek (UT2) by a short roadway
providing access to several landowners affected by the closure of the Bethel Road intersection
with McLeansville Road. UT2 is a Relatively Permanent Water (RPW) with seasonal flow.
Construction of the proposed roadway requires the removal of the existing 15-inch corrugated
metal pipe (CMP) from the existing stream crossing and replacing it with a longer 30-inch Class
III RCP. Permanent impacts of 36 linear feet result from the installation of this longer pipe.
Temporary impacts due to stream dewatering during construction (if water is present) total 12
feet. Mitigation for permanent impacts to UT2 is proposed at a 2:1 ratio.

Site 3
Impact Site 3 involves the placement of a UT to Little Alamance Creek (UT3) in a 42-inch Class
IV RCP to accommodate the realigned roadway for McLeansville Road. UT3 is a Relatively
Permanent Water (RPW) with seasonal flow. Construction of the proposed roadway requires the
placement of 148 linear feet of the stream within the 42-inch Class IV RCP. In addition to
permanent stream impacts, the proposed fill slope requires the removal of a 1.0-acre farm pond
located adjacent to the north side of the existing roadway and drained by UT3. A comprehensive
erosion and sediment control plan has been developed that addresses the draining of the pond
and removal of the existing dam. Due to the temporary removal of hydrology from pond
dewatering, temporary stream dewatering will not be necessary during culvert installation.
Mitigation for permanent impacts to UT3 is proposed at a 2:1 ratio. No mitigation is proposed
for impacts to the open water pond.

Mitigation is proposed at a 2:1 ratio for all permanent stream impacts. Due to the limited nature
of project impacts, no mitigation is proposed for impacts to jurisdictional wetland areas or the
open water pond. The following table details proposed mitigation requirements for this project.
Table3. Project Mitigation Requirements
Permanent Surface Water Impacts
(linear feet) Proposed Mitigation Ratio
Warm-Water Stream Mitigation
Credits Required
446 2:1 892

A total of 892 warm-water stream mitigation credits will be purchased through the NCEEP in-
lieu fee program to offset project impacts. A Mitigation Acceptance Letter from the NCEEP is
attached.

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 10, 2014

Ms. Sue Homewood
N.C. Division of Water Resources
1601 Mail Service Center
Raleigh, NC 27699-1601

RE: Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certifications for TIP Project# P-5204, McLeansville Road Grade Separation over the
North Carolina Railroad, McLeansville, Guilford County, NC Federal Aid Project No.
FRA-FR-HSR-0006-10-01-00, WBS No. 52400.1.STR04T3

Dear Sue,

The North Carolina Department of Transportation Rail Division (Rail Division) proposes to
construct a grade separation carrying McLeansville Road (SR 2819) over the North Carolina
Railroad (NCRR) right-of-way (Figure 1). Information within this package has been prepared to
support the application for authorization of impacts by Nationwide Permit (NWP) 14 (Linear
Transportation Projects), along with the associated N.C. Division of Water Resources (NCDWR)
Water Quality General Certification 3886 and a Riparian Buffer Authorization.
The Environmental Assessment (EA) document for this project was finalized in March 2013 and
was submitted to the appropriate regulatory agencies for review. The document was revised and
resubmitted in November 2013 with reduced riparian buffer impacts. A Finding of No
Significant Impact (FONSI) was approved on November 22, 2013 and is included on the digital
data CD.
Project Purpose and Need
The purpose of the Project is to improve vehicular mobility, vehicular and train safety, and the
efficiency of train traffic in the area around the McLeansville Road at-grade crossing of the
NCRR track in Guilford County, NC. This Project also will facilitate and support future
increased passenger rail service for the NCRR Piedmont Corridor.

Project Description
The proposed project involves the closure of public at-grade crossings of the NCRR at
McLeansville Road, Carmon Road (SR 2755), and the Bullard & Black private at-grade crossing.
These at-grade crossings will be replaced by a single grade-separated crossing located
approximately 120 feet west of the existing McLeansville Road crossing of the rail. In addition
to Rail improvements, various roadway improvements to the surrounding roadways are proposed
in support of the grade-separated crossing. Roadway improvements are consistent with the
Greensboro Urban Area Metropolitan Planning Organization (GUAMPO) 2035 Long Range
Transportation Plan (LRTP) and the Greensboro Urban Area Bicycle, Pedestrian & Greenway
Master Plan. An approximately 1200-foot service road will also be constructed to provide access
to the two properties affected by the closure of the Bullard & Black private at-grade crossing.

Water resources in the project area are located within U.S. Geological Survey (USGS)
Hydrologic Unit (HU) 03030002 (NCDWQ sub-basin 03-06-03 of the Cape Fear River basin).
Jurisdictional surface waters, wetlands, and riparian buffers are anticipated to be impacted by
project activities. Surface waters impacted by the P-5204 project drain to Little Alamance
Creek. Little Alamance Creek (in Guilford County) is listed by the NCDWR as Watershed-IV
(WS-IV) Waters with the supplemental Nutrient Sensitive Waters (NSW) classification, and has
been assigned a Stream Index Number [SIN] of 16-19-03. Little Alamance Creek is not listed
anywhere on the North Carolina 2012 Final 303(d) List of Impaired Waters (A waterbody with
the same name in Alamance County (SIN 16-19-11) is listed on the North Carolina 2012 Final
303(d) List, but has no connection to the Little Alamance Creek in Guilford County). A
Stormwater Management Plan is included in this package.
Attached to this letter are the following items.

 Pre-Construction Notification (PCN) Form
 Figure 1. P-5204 Project Vicinity Map
 P-5204 Wetland, Surface Water, and Buffer Impacts Permit Drawings dated October
28, 2013
 P-5204 Wetland Permit Impacts Summary sheet dated February 11, 2014
 P-5204 Buffer Impact Summary sheet dated January 2014
 P-5204 Preliminary Design Plans dated October 28, 2013
 P-5204 Stormwater Management Plan dated January 15, 2014
 P-5204 Approved Jurisdictional Determination dated September 25, 2012
 NC Ecosystem Enhancement Program (NCEEP) Mitigation Acceptance Letter dated
March 7, 2014
 A CD with digital files (in .pdf format) of:
o all information listed above
o P-5204 Finding of No Significant Impact dated November 22, 2013

Based upon Preliminary Design Plans, construction of the McLeansville Road grade-separated
crossing and associated roadway improvements is anticipated to permanently impact a total of
446 linear feet of stream in three locations and 0.03 acre of jurisdictional wetland at one location.
In addition to stream and wetland impacts, a small farm pond will be drained in order to
construct the proposed realignment of McLeansville Road. Table 1 and the attached Wetland
Permit Impact Summary summarize the total impacts to wetlands and surface waters. Table 2
and the attached Buffer Impacts Summary summarize impacts to riparian buffers subject to the
Jordan Lake Riparian Buffer Rules. Table 3 lists the geographic coordinates of the project
impact sites. Impact sites are described below and depicted on the attached permit drawings.

Table 1. Project Impacts to Wetlands and Surface Waters

Site
Impacted
Waterbody
Permanent
Stream
Impacts
(feet)
Temporary
Stream
Impacts
(feet)
Total
Stream
Impacts
(feet)
Permanent
Wetland
Impacts
(acres)
Temporary
Wetland
Impacts
(acres)
Total
Wetland
Impacts
(acres)
1 UT1 to Little
Alamance Creek 262 18 280 0.03 0.05 0.08
2 UT2 to Little
Alamance Creek 36 12 48 -- -- --
3 UT3 to Little
Alamance Creek 148 0 148 -- -- --
Total 446 30 476 0.03 0.05 0.08

Table 2. Project Impacts to Riparian Buffer Areas
Buffer
Impact
Site
Buffered
Waterbody
Impacts (square feet)
Allowable Allowable with Mitigation
Zone 1 Zone 2 Total Zone 1 Zone 2 Total
1 UT1 to Little
Alamance Creek 3755.2 940.2 4695.4 10212.1 6213.6 16425.7
Total Buffer Impacts (square feet) 21,121.1

Table 3. Project Impact Locations
Impact Site
NC State Plane, feet (NAD 83) WGS 84, decimal degrees
Easting Northing Latitude Longitude
1 1,805,903.452 857,445.729 36.104126 -79.657029
2 1,806,706.038 857,881.954 36.105339 -79.654322
3 1,805,366.655 857,307.140 36.103736 -79.658843

Site 1
Impact Site 1 involves the crossing of an unnamed tributary (UT) to Little Alamance Creek
(UT1) and three small associated wetland areas by the realigned Bethel Church Road (SR 2930)

roadway. UT1 is a Relatively Permanent Water (RPW) with perennial flow. Fill for the
proposed roadway will require placement of 262 linear feet of this stream into a 42-inch Class IV
reinforced concrete pipe (RCP) to maintain flow. Temporary impacts due to stream dewatering
during construction total 18 feet. The proposed roadway fill slope will permanently impact
approximately 0.01 acre each of two small jurisdictional wetland areas south of the proposed
roadway and less than 0.01 acre of a third wetland area located north of the proposed roadway.
To minimize further permanent impacts to these wetland areas, no mechanized clearing will
occur in areas that require clearing in preparation for the proposed fill slope. Temporary impacts
due to hand clearing total 0.05 acre. Mitigation for permanent impacts to UT1 is proposed at a
2:1 ratio. Since project impacts to jurisdictional wetland areas do not exceed the minimum
mitigation threshold for the requested permits, no mitigation is proposed.

UT1 is depicted on the United States Geological Survey (USGS) 7.5-minute topographic
quadrangle (1977) and the Natural Resources Conservation Service (NRCS) Soil Survey of
Guilford County (1977), and is therefore subject to the Jordan Lake Riparian Buffer Rules.
Temporary impacts considered “Allowable” by the NCDWR due to construction of the proposed
roadway crossing total 3755.2 square feet of Buffer Zone 1 and 940.2 square feet of Buffer Zone
2. These areas are located outside of the roadway footprint, are associated with temporary
sediment and erosion control measures, and will be revegetated subsequent to construction.
Permanent impacts to the riparian buffer of this stream are considered “Allowable with
Mitigation” and consist of 10,212.1 square feet of impacts to Buffer Zone 1 an892d 6213.6
square feet of impacts to Buffer Zone 2. Mitigation is proposed at a 1.5:1 ratio for impacts to
Buffer Zone 1 and at a 1:1 ratio for impacts to Buffer Zone 2.

Site 2
Impact Site 2 involves the improvement of an existing roadway crossing of a UT to Little
Alamance Creek (UT2) that provides access to several landowners affected by the closure of the
Bethel Road intersection with McLeansville Road. UT2 is a Relatively Permanent Water (RPW)
with seasonal flow. Construction of the proposed roadway requires the removal of the existing
15-inch corrugated metal pipe (CMP) from the existing stream crossing and replacing it with a
longer 30-inch Class III RCP. Permanent impacts of 36 linear feet result from the installation of
this longer pipe. Temporary impacts due to stream dewatering during construction (if water is
present) total 12 feet. Mitigation for permanent impacts to UT2 is proposed at a 2:1 ratio. UT2
is not depicted on the USGS 7.5-minute topographic quadrangle (1977) or the NRCS Soil Survey
of Guilford County (1977), and is therefore not subject to the Jordan Lake Riparian Buffer Rules.

Site 3
Impact Site 3 involves the placement of a UT to Little Alamance Creek (UT3) in a 42-inch Class
IV RCP to accommodate the realigned roadway for McLeansville Road. This UT to Little
Alamance Creek is a Relatively Permanent Water (RPW) with seasonal flow. Construction of

the proposed roadway requires the placement of 148 linear feet of the stream within the 42-inch
Class IV RCP. In addition to permanent stream impacts, the proposed fill slope requires the
removal of a 1.0-acre farm pond located adjacent to the north side of the existing roadway and
drained by UT3. A comprehensive erosion and sediment control plan has been developed that
addresses the draining of the pond and removal of the existing dam. Due to the temporary
removal of hydrology from pond dewatering, temporary stream dewatering will not be necessary
during culvert installation. Mitigation for permanent impacts to UT3 is proposed at a 2:1 ratio.
No mitigation is proposed for impacts to the open water pond. Neither UT3 nor the pond are
depicted on the USGS 7.5-minute topographic quadrangle (1977) or the NRCS Soil Survey of
Guilford County (1977), and are therefore not subject to the Jordan Lake Riparian Buffer Rules.

Mitigation is proposed at a 2:1 ratio for all surface water impacts. Mitigation for impacts to
protected riparian buffer zones is proposed at a 3:1 ratio for impacts to Buffer Zone 1 and at a
1.5:1 ratio for impacts to Buffer Zone 2. Due to the limited nature of project impacts, no
mitigation is proposed for impacts to jurisdictional wetland areas or the open water pond. The
following tables detail proposed mitigation requirements for this project.
Table 4. Project Mitigation Requirements for Impacts to Surface Waters
Permanent Stream Impacts
(feet) Proposed Mitigation Ratio
Warm-Water Stream Mitigation
Credits Required
446 2:1 892

Table 5. Project Mitigation Requirements for Impacts to Riparian Buffers
Permanent Riparian Buffer Impacts
(square feet)
Proposed
Mitigation Ratio
Riparian Buffer Mitigation Credits
Required
Buffer Zone 1 10,212.1 3:1 30,636.3
Buffer Zone 2 6,213.6 1.5:1 9320.4
Total 16,425.7 39,956.7

A total of 892 warm-water stream mitigation credits and 39,956.7 riparian buffer mitigation
credits will be purchased through the NCEEP in-lieu fee program to offset project impacts. A
Mitigation Acceptance Letter from the NCEEP is attached.
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Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
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2. Project Information
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3. Owner Information
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McLeansvilleRoadGrade-SeparatedRailroadCrossing
Guilford
McLeansville
P-5204
NorthCarolinaRailroadCompany(NCRR)
ExistingNCRRright-of-way
2809HighwoodsBoulevard,Suite100
Raleigh,NC27604-1000
919-954-7601
919-954-7099
14

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4. Applicant Information (if different from owner) 
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MarcHamel
NorthCarolinaDepartmentofTransportation,RailDivision
1SouthWilmingtonSt.,Room555(delivery)or1553MailServiceCenter(mail)
Raleigh,NC27699-1553
919-707-4705
919-715-6580
[e-mail]
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B. Project Information and Prior Project History
1. Property Identification
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3. Project Description
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4. Jurisdictional Determinations
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5. Project History
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6. Future Project Plans
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-
-78.657985
19.6
LittleAlamanceCreek
WS-IV;NSW
CapeFear
Thesitegenerallyconsistsofmaintainedroadsideshoulders,utilitylines,residentiallawns,andscatteredforestedges.Landuseconsistsoflow-
densityresidentialdevelopmentandagriculturalfieldsinterspersedwithfragmentedforestedareas.
2.6
Pleaseseeattachedcoverletter.
Pleaseseeattachedcoverletter.
AtkinsGlobal,Inc.
ApprovedJurisdictionalDeterminationdatedon9/25/2012isattached.
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36.105881
4,550
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3&1)RUP±9HUVLRQ4January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
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2. Wetland Impacts
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3. Stream Impacts
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Fill HeadwaterWetlandYes Corps 0.01
Yes Corps 0.02
Yes Corps 0.01
Yes Corps 0.02
Yes Corps 0.01
Yes Corps 0.01
0.08
Impactsoccurto3wetlandareasatSite1.ImpactnumbersW1andW2correspondwiththewetlandlocatedsouthwestoftheproposedroadway
crossingofthestream,impactnumbers3and4correspondtothewetlandareasoutheastofthecrossing,andimpactnumbers5and6correspondto
thewetlandareanorthofthecrossing.Permanentimpactstowetlandareastotal0.03acre,andhandclearingofvegetationinpreparationforthe
proposedfillslopewilltemporarilyimpact0.05acreofthesewetlandareas.Pleaseseeattachedletter.
CulvertUT1LittleAlamanceCrk PER Corps 4262
UT1LittleAlamanceCrk 418
UT2LittleAlamanceCrk 436
UT2LittleAlamanceCrk 412
UT3LittleAlamanceCrk 4148
-
476
Permanentimpactstostreams fromculvertinstallationtotal446linear feet.Temporaryimpactsduetostreamdewateringduringconstructiontotal30
linearfeet.Pleaseseeattachedletter.
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Fill
HandClearing
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HeadwaterWetland
HeadwaterWetland
HeadwaterWetland
HeadwaterWetland
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4. Open Water Impacts
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5. Pond or Lake Construction
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6. Buffer Impacts (for DWQ)
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TemporarySed&ECareasUT1toLittleAlamanceCreek No3,755.2940.2
Roadwayfill UT1toLittleAlamanceCreek 10,212.16,213.6
13,967.37,153.8
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3&1)RUP±9HUVLRQ4January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
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2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
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3. Complete if Using a Mitigation Bank
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4. Complete if Making a Payment to In-lieu Fee Program
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5. Complete if Using a Permittee Responsible Mitigation Plan
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Locationsof roadwayswereselectedtoavoidstreamandwetlandimpacts.Locationsof unavoidablestreamcrossingswereselectedtominimize
impactstoassociatedwetlands.
AllequipmentwillbekeptwithinthedesignatedProposedPermanentandTemporaryDrainageandConstructionEasementsduringconstructionof
thisproject.Allin-streamworkwillbeconductedinthedry.Duringconstruction,contractorswillemployBestManagementPractices(BMPs)as
outlinedbyNCDOT's,"BestManagementPracticesforConstructionandMaintenanceActivities."TheseBMPswillincludeprovisionsforerosion
control,managingthestreamwatercourses,managingworkareas,groundstabilization,andsitecleanup.
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6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
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Roadwaycrossing10,212.130,636.3
Roadwaycrossing6,213.69,320.4
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Pleaseseeattachedletter.
3DJHRI
3&1)RUP±9HUVLRQ4January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
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2. Stormwater Management Plan
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3. Certified Local Government Stormwater Review
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Grassshoulders,slopes,andswaleswillbeusedtotreatstormwaterdischargepriortoenteringsurfacewaters.Drainagefortheproposedroadway
thatcrossesriparianbufferswillbecollectedbygratedinletsandconveyedbyacloseddrainagesystemthatoutfallstoalevelspreaderupslopefrom
protectedbufferareas.PleaseseetheattachedStormwaterManagementPlan.
GuilfordCounty
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
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3. Cumulative Impacts (DWQ Requirement)
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4. Sewage Disposal (DWQ Requirement)
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Theprojectwillincreasetrainspeedandefficiency,andimprovetrainandvehicularsafety;however,itisnotanticipatedtoincreasethepotentialfor
developmentwithinthevicinity.
Nowastewaterisanticipatedtobegeneratedbytheproposedproject.
PleaseseeattachedFindingofNoSignificantImpact.
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Guilford County, NC
Title:
Prepared for:
Notes:
Background imagery sources:
1.Greensboro, NC (1984)
30-minute by 60-minute
topographic quadrangle
provided by the
U.S. Geological Survey.
2. McLeansville, NC (1977)
7-5-minute topographic
quadrangle provided by the
U.S. Geological Survey.
3. 2010 color photography
provided by the NC OneMap
Program (online, supported
by the N.C. Geographic
Information Coordination
Council).
PROJECT
VICINITY
MAP
MCLEANSVILLE
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SEPARATED
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Project:
FIGURE
Drawn by:
Date:
Scale:
Project No.:
SGD
Feb 2014
As shown
12-020.6a
1
Legend
Approximate project area location
Approximate proposed alignment location
Approximate rail location
NCDOT roads
County lines (insets)
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a
t
 di
s
c
h
a
r
g
e
 at
 th
e
 bo
t
t
o
m
 of
 th
e
 fi
l
l
 sl
o
p
e
s
 to
 dr
a
i
n
a
g
e
 ch
a
n
n
e
l
s
.
 Dr
a
i
n
a
g
e
 fo
r
 th
e
 ro
a
d
w
a
y
 that crosses a buffered 
st
r
e
a
m

(Y
1
,

Be
t
h
e
l

Ch
u
r
c
h

Ro
a
d
)

wi
l
l

be

co
l
l
e
c
t
e
d

by

sh
o
u
l
d
e
r

be
r
m

gu
t
t
e
r

an
d

gr
a
t
e
d

in
l
e
t
s

an
d

by

co
n
v
e
y
e
d

by

a 
cl
o
s
e
d
 drainage system that 
ou
t
f
a
l
l
s
 to
 a le
v
e
l
 sp
r
e
a
d
e
r
 up
s
l
o
p
e
 fr
o
m
 th
e
 pr
o
t
e
c
t
e
d
 bu
f
f
e
r
 ar
e
a
s
.
 Th
e
r
e
 is
 on
e
 is
o
l
a
t
e
d
 cr
o
s
s
 pi
p
e
 fo
r
 a bu
f
f
e
r
e
d
 st
r
e
a
m
 that will be impacted. 
In
 ot
h
e
r
 lo
c
a
t
i
o
n
s
,
 la
t
e
r
a
l
 ch
a
n
n
e
l
s
 ar
e
 pr
o
p
o
s
e
d
 at
 th
e
 ba
s
e
 of
 fi
l
l
 sl
o
p
e
s
 to
 in
t
e
r
c
e
p
t
 of
f
‐si
t
e
 dr
a
i
n
a
g
e
;
 th
e
s
e
 ch
a
n
n
e
l
s
 ar
e
 also proposed to have 
si
d
e

sl
o
p
e
s

of

3:
1

or

fl
a
t
t
e
r
.

Th
e

da
m

fo
r

a 
no
n
‐ju
r
i
s
d
i
c
t
i
o
n
a
l

po
n
d

wi
l
l

be

re
m
o
v
e
d

ne
a
r

th
e

be
g
i
n
n
i
n
g

of

th
e

th
e

pr
o
j
e
c
t
 along McLeansville 
ro
a
d
.
 A co
m
p
r
e
h
e
n
s
i
v
e
 er
o
s
i
o
n
 an
d
 se
d
i
m
e
n
t
 co
n
t
r
o
l
 pl
a
n
 ha
s
 be
e
n
 de
v
e
l
o
p
e
d
 an
d
 ad
d
r
e
s
s
e
s
 th
e
 di
f
f
e
r
e
n
t
 ph
a
s
e
s
 of
 co
n
s
t
r
u
c
t
i
o
n
 and includes a 
pl
a
n
t
i
n
g

pl
a
n

fo
r

ar
e
a
s

th
a
t

wi
l
l

be

di
s
t
u
r
b
e
d

ou
t
s
i
d
e

of

th
e

ro
a
d
w
a
y

fo
o
t
p
r
i
n
t
.

Bu
f
f
e
r

im
p
a
c
t
s

ou
t
s
i
d
e

of

th
e

fi
l
l

sl
o
p
e

due to hand clearing for 
er
o
s
i
o
n
 co
n
t
r
o
l
 me
a
s
u
r
e
s
 wi
l
l
 be
 re
p
l
a
n
t
e
d
 an
d
 th
o
s
e
 im
p
a
c
t
s
 ar
e
 in
t
e
n
d
e
d
 to
 be
 te
m
p
o
r
a
r
y
 an
d
 se
l
f
‐mi
t
i
g
a
t
i
n
g
.

(V
e
r
s
i
o
n

1
.
2
;

R
e
l
e
a
s
e
d

J
u
l
y

2
0
1
2
)
P-
5
2
0
4
Co
u
n
t
y
(
i
e
s
)
:
Gu
i
l
f
o
r
d

Page 1of 5
Pr
o
j
e
c
t

T
y
p
e
:
D
a
t
e
:
Ph
o
n
e
:
Ph
o
n
e
:
Em
a
i
l
:
Em
a
i
l
:
Co
u
n
t
y
(
i
e
s
)
:
CA
M
A

C
o
u
n
t
y
?
Su
r
r
o
u
n
d
i
n
g

L
a
n
d

U
s
e
:

Re
s
i
d
e
n
t
i
a
l
;

I
n
d
u
s
t
r
i
a
l
;

A
g
r
i
c
u
l
t
u
r
e
0.
5
0
2

M
i
l
e
s
4.
1
1
Pr
o
j
e
c
t

B
u
i
l
t
-
U
p
o
n

A
r
e
a

(
a
c
.
)
Pr
o
p
o
s
e
d

P
r
o
j
e
c
t
E
x
i
s
t
i
n
g

S
i
t
e
Pr
o
j
e
c
t

L
e
n
g
t
h

(
l
i
n
.

M
i
l
e
s

o
r

f
e
e
t
)
:

Bu
f
f
e
r

R
u
l
e
s

i
n

E
f
f
e
c
t
Pr
o
j
e
c
t

D
e
s
c
r
i
p
t
i
o
n
No
n
e
No
NC
D
W
Q

S
u
r
f
a
c
e

W
a
t
e
r

C
l
a
s
s
i
f
i
c
a
t
i
o
n

f
o
r

P
r
i
m
a
r
y

R
e
c
e
i
v
i
n
g

W
a
t
e
r
30
3
(
d
)

I
m
p
a
i
r
m
e
n
t
s
:
Ri
v
e
r

B
a
s
i
n
(
s
)
:

Pr
i
m
a
r
y

R
e
c
e
i
v
i
n
g

W
a
t
e
r
:

Wa
t
e
r

S
u
p
p
l
y

I
V

(
W
S
-
I
V
)
Ot
h
e
r

S
t
r
e
a
m

C
l
a
s
s
i
f
i
c
a
t
i
o
n
:

Jo
h
n

F
.

O
g
l
e
s
b
y
.

P
E

(
A
T
K
I
N
S

N
A
,

I
n
c
.
)
Ci
t
y
/
T
o
w
n
:
(9
1
9
)

4
3
1
-
5
2
8
1
15
9
0

M
a
i
l

S
e
r
v
i
c
e

C
e
n
t
e
r
,

R
a
l
e
i
g
h
,

N
C

2
7
6
9
9
Ad
d
r
e
s
s
:
Mc
L
e
a
n
s
v
i
l
l
e
(9
1
9
)

7
0
7
-
6
7
0
0
Gu
i
l
f
o
r
d
ac.
5.
6
7
a
c
.
No
r
t
h

C
a
r
o
l
i
n
a

D
e
p
a
r
t
m
e
n
t

o
f

T
r
a
n
s
p
o
r
t
a
t
i
o
n
Hi
g
h
w
a
y

S
t
o
r
m
w
a
t
e
r

P
r
o
g
r
a
m

S
T
O
R
M
W
A
T
E
R

M
A
N
A
G
E
M
E
N
T

P
L
A
N

FO
R

L
I
N
E
A
R

R
O
A
D
W
A
Y

P
R
O
J
E
C
T
S
Sa
n
d
r
a

S
t
e
p
n
e
y
,

P
E
Ne
w

L
o
c
a
t
i
o
n
Ge
n
e
r
a
l

P
r
o
j
e
c
t

I
n
f
o
r
m
a
t
i
o
n
Ad
d
r
e
s
s
:
1/15/2014
16
1
6

E
.

M
i
l
l
b
r
o
o
k

R
o
a
d
,

S
u
i
t
e

3
1
0
10
2
0

B
i
r
c
h

R
i
d
g
e

R
o
a
d
,

R
a
l
e
i
g
h
,

N
C

2
7
6
1
0
R
a
l
e
i
g
h
,

N
C

2
7
6
0
9
Pr
o
j
e
c
t
/
T
I
P

N
o
.
:
NC
D
O
T

C
o
n
t
a
c
t
:
Pr
o
j
e
c
t

N
o
.
:
P-
5
2
0
4
Co
n
t
r
a
c
t
o
r

/

D
e
s
i
g
n
e
r
:
ss
t
e
p
n
e
y
@
n
c
d
o
t
.
g
o
v
Ca
p
e

F
e
a
r
16
-
1
9
-
3
-
(
0
.
5
)
jo
h
n
.
o
g
l
e
s
b
y
@
a
t
k
i
n
s
g
l
o
b
a
l
.
c
o
m
@/
(
)
@f
Jo
r
d
a
n

L
a
k
e
NC
D
W
Q

S
t
r
e
a
m

I
n
d
e
x

N
o
.
:
Su
p
p
l
e
m
e
n
t
a
l
:

Nu
t
r
i
e
n
t

S
e
n
s
i
t
i
v
e

W
a
t
e
r
s

(
N
S
W
)
Pr
i
m
a
r
y
:

No
r
t
h

L
i
t
t
l
e

A
l
a
m
a
n
c
e

C
r
e
e
k

T
r
i
b
u
t
a
r
y
De
s
i
g
n
/
F
u
t
u
r
e
:
Ex
i
s
t
i
n
g
:
10
,
0
0
0
NC
D
O
T

S
t
o
r
m
w
a
t
e
r

B
e
s
t

M
a
n
a
g
e
m
e
n
t

P
r
a
c
t
i
c
e
s

T
o
o
l
b
o
x
;

N
C
D
E
N
R

S
t
o
r
m
w
a
t
e
r

B
M
P

M
a
n
u
a
l
;

N
C
D
O
T

G
u
i
d
e
l
i
n
e
s

f
o
r

D
r
a
i
n
a
g
e

S
t
u
d
i
e
s

a
n
d

H
y
d
ra
u
l
i
c

D
e
s
i
g
n
;

F
H
W
A

H
E
C
-
1
5

(
T
h
i
r
d

E
d
i
t
i
o
n
)
Ge
n
e
r
a
l

P
r
o
j
e
c
t

N
a
r
r
a
t
i
v
e
:
Se
e

a
t
t
a
c
h
m
e
n
t
.
Ty
p
i
c
a
l

C
r
o
s
s

S
e
c
t
i
o
n

D
e
s
c
r
i
p
t
i
o
n
:

Re
f
e
r
e
n
c
e
s

6,600
Av
e
r
a
g
e

D
a
i
l
y

T
r
a
f
f
i
c

(
v
e
h
/
h
r
/
d
a
y
)
:
L,

Y
1
,

Y
2
:

2
@12
'

L
a
n
e
s

w
/ 8
'

s
h
o
u
l
d
e
r

(4'

p
a
v
e
d

L
,
Y
1
);
1
1
'

s
h
o
u
l
d
e
r

w
i
t
h

g
u
a
r
d
r
a
i
l
;

Y
3
,

Y4
,

Y
5
:

2
@
9
'

L
a
n
e
s

w
/

8
'

s
h
o
u
l
d
e
r
.

A
l
l
:

4:
1

m
i
n

f
r
o
n
t

d
i
t
c
h

s
l
o
p
e
,

3
:
1

b
a
c
k

s
l
o
p
e
All
:

2
@ 1
0
'

L
a
n
e
s

w
i
t
h

2
-
4

fee
t

g
r
a
s
s

s
h
o
u
l
d
e
r
s
;

2
:
1

d
i
t
c
h

s
l
o
p
e
s
(V
e
r
s
i
o
n

1
.
2
;

R
e
l
e
a
s
e
d

J
u
l
y

2
0
1
2
)
P-
5
2
0
4
Co
u
n
t
y
(
i
e
s
)
:
Gu
i
l
f
o
r
d

Page 2of 5
Sh
e
e
t

No
.
St
a
t
i
o
n
(F
r
o
m

/

T
o
)

Fe
a
t
u
r
e

Im
p
a
c
t
e
d
Wa
t
e
r

/

W
e
t
l
a
n
d

/

Bu
f
f
e
r

T
y
p
e
Re
c
e
i
v
i
n
g

S
u
r
f
a
c
e

Wa
t
e
r

N
a
m
e
NR
T
R

M
a
p

ID
NC
D
W
Q

S
t
r
e
a
m

In
d
e
x
NC
D
W
Q

S
u
r
f
a
c
e

Wa
t
e
r

C
l
a
s
s
i
f
i
c
a
t
i
o
n
30
3
(
d
)

Im
p
a
i
r
m
e
n
t
s
Ty
p
e

o
f

Im
p
a
c
t
Existing SCM
14
+
8
0

Y
1
13
+
8
7

Y
1
15
+
4
4

Y
1
11
+
1
2

S
R
1
10
+
4
4

S
R
1
12
+
1
4

S
R
1
14
+
2
5

Y
1
14
+
8
5

Y
1
14
+
0
6

Y
1
15
+
4
4

Y
1
12
+
3
5

L
16
+
1
5

L
12
+
3
5

L
16
+
1
5

L
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
WS
-
I
V
;

N
S
W
Su
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s
7
Un
n
a
m
e
d

T
r
i
b
u
t
a
r
y

t
o

Li
t
t
l
e

A
l
a
m
a
n
c
e

C
r
Un
n
a
m
e
d

T
r
i
b
u
t
a
r
y

t
o

Li
t
t
l
e

A
l
a
m
a
n
c
e

C
r
Un
n
a
m
e
d

T
r
i
b
u
t
a
r
y

t
o

Li
t
t
l
e

A
l
a
m
a
n
c
e

C
r
Un
n
a
m
e
d

T
r
i
b
u
t
a
r
y

t
o

Li
t
t
l
e

A
l
a
m
a
n
c
e

C
r
Jo
r
d
a
n

L
a
k
e
Jo
r
d
a
n

L
a
k
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52400.0.STRO3T1B P-5204RAIL DIVISONSNC DEPARTMENT OF TRANSPORTATION GUILFORD COUNTY
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BUFFER REPLACEMENT SHEET 18 OF 19PROJECT: 52400.1STR03TIB (P-5204) January-14N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS GUILFORD COUNTY
McLEANSVILLE RD
FRIEDEN CHURCH RD
B
IR
T
C
H

C
R
E
E
K

R
D
70
BET
HEL
C
HUR
C
H RD
VICINITY MAP

END PROJECT
BEGIN PROJECT

NS/NCRR
-Y1-
NS/NCRR
DETOURS
4
5
6
7
SR 2819
S
R
2
9
3
0
S
R

2
8
2
6
S
R

2
8
2
1
H
A
R
V
E
S
T

R
D
SR 2820DICKS
MILL RD
SR 2746
SR
2 8 14
K
N
O
X
R
D
M
c
L
E
A
N
S
V
I
L
L
E

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8
19
McLEANSVILLE
-Y
5
-
-L- STA 25+23.73
-L- STA 23+74.48
BETHEL CHURCH ROAD
SR 2930
P-5204
BEGIN TIP PROJECT
-L- STA 10+00.00
TO BURLINGTON RD (HWY 70)
S
R
2
8
2
6
-Y4
- B
IR
C
H
C
R
E
E
K
R
D
BEGIN CONSTRUCTION
-Y1- STA 10+00.00
-Y1- STA 26+87.43
END CONSTRUCTION
TO KNOX RD
B
E
T
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E
L

C
H
U
R
C
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R

2
9
3
0
R
O
A
D
HINES ANDREWS ROAD
SR 2858
-Y3-
TO RANHURST RD
END BRIDGE
BEGIN BRIDGE
TO REIDSVILLE HWY (HWY 29)
-
L
-

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c
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E
A
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END TIP PROJECT
-L- STA 36+50.00
SR 2746
-Y2- FRIEDEN CHURCH ROAD
TO GIBSONVILLE
-Y2- STA 23+00.00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- STA 12+00.00
SR 2858
HINES ANDREWS RD
MUNICIPAL BOUNDARIES
THIS PROJECT IS NOT WITHIN ANY
TO THE LIMITS ESTABLISHED BY METHOD II
CLEARING ON THIS PROJECT SHALL BE PERFORMED
8A
RAIL CROSSING CLOSURE

**DESIGN EXCEPTION FOR VERTICAL AND HORIZONTAL ALIGNMENT REQUIRED
P
-
5
2
0
4
D
C
N

DHV
D
T
V
=
=
=
=
=
=
6,600
10,000
10

50
%
%
MPH
ADT
ADT
2012
2035
% *
DUAL=7%*TTST =1%
FUNC CLASS =
COLLECTOR
10
PROJECT ENGINEER
SANDRA STEPNEY, PE
NCDOT CONTACT:
TOTAL LENGTH TIP PROJECT P-5204 = 0.502 MILES
LENGTH STRUCTURE TIP PROJECT P-5204 = 0.028 MILES
LENGTH ROADWAY TIP PROJECT P-5204 = 0.474 MILES255010050
25 50 100100
5 2010
DHV
D
T
V
=
=
=
=
=
=

70
8

%
%
MPH
ADT
ADT

% *
FUNC CLASS =

SUB-REGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
2
9
-
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T
-
2
0
13

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C
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:
PROJECT LENGTH
BRYAN LAMBETH, PE
DAVID BASS, PE

OCTOBER 28, 2013
SEPTEMBER 16, 2014

RIGHT OF WAY DATE:
LETTING DATE:
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
A
R
T
MEN
N
A
S
O
H
NC DEPARTMENT OF
TRANSPORTATION
CN N CNORTH CAROLINA
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
AND SAFETY
ENGINEERING COORDINATION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SUBMITTAL:
DATE:

OCTOBER 28, 2013
See Sheet 1-A For Index of Sheets
FRA-FR-HSR-0006-10-01-00

52400.1.STR03T1B

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1P-5204
T
I
P

P
R
O
J
E
C
T
:
RAIL DIVISIONS
STATE OF NORTH CAROLINA
GUILFORD COUNTY
SR 2819 (McLEANSVILLE ROAD) GRADE SEPARATION OVER LOCATION:
GRADING, DRAINAGE, PAVING, AND STRUCTURE
NS/NCRR RAILROAD FROM SR 2826 TO NORTH OF SR 2746
TYPE OF WORK:
43219.2.STR01P5204
PE, PE UTIL
ROW
ROW PLANS
8
-
S
R
1
-
N
A
D

8
3
N
S
R
S

2
0
0
7
N
A
D

8
3
N
S
RS

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
v
Drainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to Scale
SHEET NO.PROJECT REFERENCE NO.
1-BP-5204
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
STATE OF NORTH CAROLINA
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
D
C
N
RAIL DIVISION [phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "Y4807F-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 858709.3260(ft) EASTING: 1805511.6750(ft)
ELEVATION: 762.73'(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999952493
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"Y4807F-1" TO -L- STATION 10+00.00 IS
N 5°20'40" W 571.23'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88

NS/NCRR
-Y1-
-Y
5
-
BETHEL CHURCH ROAD
SR 2930
P-5204
BEGIN TIP PROJECT
-L- STA 10+00.00
TO BURLINGTON RD (HW Y 70)
S
R
2
8
2
6
-Y
4
- B
IR
C
H
C
R
E
E
K R
D
BEGIN CONSTRUCTION
-Y1- STA 10+00.00
-Y1- STA 26+87.43
END CONSTRUCTION TO KN
O
X R
D
B
E
T
H
E
L

C
H
U
R
C
H
S
R

2
9
3
0
R
O
A
D
HINES ANDREWS ROAD
SR 2858
-Y3-
T O R A N H U R S T R D
END BRIDGE
BEGIN BRIDGE
TO REIDSVILLE HWY (HWY 29)
-
L
-

M
c
L
E
A
N
S
V
I
L
L
E

R
O
A
D
S
R

2
8
1
9
P-5204
END TIP PROJECT
-L- STA 36+50.00
SR 2746
-Y2- FRIEDEN CHURCH ROAD
TO GIBSONVILLE
-Y2- STA 23+00.00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- STA 12+00.00
100
101
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>
>
>
BY1-130
BY1-131
BY1-132
BY1-133
BL-102
BY1-101
BY3-135
Y4807F-1
BY1-134
ELEV = 735.35
BM5
ELEV = 724.11
BM7
ELEV = 711.13
BM2
ELEV = 767.72
BM6
ELEV = 748.09
BM1
ELEV = 733.79
BM8
BL-107
BL-106
BL-104BL-103 BL-105
HARVEST RD
SR 2821
TO GREENSBORO
ELEV = 745.56
BM3
BY3-140
-L- STA 23+74.48
-L- STA 25+23.73
BY4-138
BY2-123
BY2-136
>
BY4-137
>
BY4-139
-BL-
Y4807F-2
>
NC GRID
NAD 83/NSRS 2007
NOTES
SHEET NO.PROJECT REFERENCE NO.
Location and Surveys
52400.1 1C
2
9
-
O
C
T
-
2
0
13

17
:
4
0
O
:
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T
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a
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s
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\
N
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T
\
M
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e
\
L
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S
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\
S
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t
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S
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s

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C
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T
\
p
5
2
0
4
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1
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_
1
3
1
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2
.
d
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$
$
$
$
U
S
E
R
N
A
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E
$
$
$
$
NOTE: DRAWING NOT TO SCALE
>INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.
WILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHEN
USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER
SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES
MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE
THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT. IF FURTHER INFORMATION
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE
p5204_ls_gpscalib_131002.PDF
NAD 83 / NSRS2007 ADJUSTMENT. THIS CALIBRATION
p5204_ls_gpscalib_131002.HTML
p5204_ls_wgs84_131002.TXT
p5204_ls_local_131002.TXT
p5204_ls_control_131002.TXT
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DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "Y4807F-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 858709.3260(ft) EASTING: 1805511.6750(ft)
ELEVATION: 762.73'(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999952493
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"Y4807F-1" TO -L- STATION 10+00.00 IS
N 5°20'40" W 571.23'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
BASELINE DATA
BENCHMARK DATA
122 BL-122 859000.0650 1812167.0670 767.15 26+59.05 6581.16 RT
121 BL-121 859108.9460 1811531.8140 757.14 26+90.50 5963.18 RT
120 BL-120 859084.5180 1811135.8920 751.55 26+95.67 5567.50 RT
119 BL-119 859128.1780 1810640.2240 737.17 27+18.02 5083.11 RT
118 BL-118 859134.9290 1810375.0820 728.84 27+27.95 4822.21 RT
117 BL-117 859143.6820 1810199.2810 734.99 27+35.93 4650.14 RT
116 BL-116 859159.7080 1809979.2850 740.78 27+47.73 4436.02 RT
115 BL-115 859185.7740 1809672.6350 734.20 27+66.59 4139.13 RT
114 BL-114 859207.5280 1809379.8300 734.38 27+96.73 3856.18 RT
113 BL-113 859205.2010 1809027.5530 731.57 28+64.81 3510.54 RT
112 BL-112 859186.5760 1808761.4800 741.65 28+99.70 3246.10 RT
111 BL-111 859254.3870 1808546.4490 742.96 30+09.09 3048.95 RT
110 BL-110 859041.3080 1808303.0370 743.29 28+48.92 2767.88 RT
109 BL-109 858944.7080 1808163.3360 738.43 27+82.18 2611.71 RT
108 BL-108 858677.2260 1807968.0630 734.70 27+03.19 2373.73 RT
107 BL-107 858309.6220 1807850.1750 730.42 25+74.74 2222.77 RT
106 BL-106 857987.8100 1807620.7090 711.09 24+51.45 1994.96 RT
105 BL-105 857846.2250 1807234.5210 733.24 23+79.34 1621.36 RT
104 BL-104 857805.5350 1806993.2090 731.69 23+47.08 1386.73 RT
103 BL-103 857811.3470 1806706.9240 745.37 23+29.56 1102.44 RT
102 BL-102 857865.7850 1805675.5720 739.52 22+37.65 77.69 RT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
130 BY1-130 856349.0040 1804006.1197 736.59 OUTSIDE PROJECT LIMITS
131 BY1-131 856681.0101 1804469.9486 746.06 OUTSIDE PROJECT LIMITS
132 BY1-132 857038.6149 1805039.4997 737.22 12+08.08 26.97 RT
133 BY1-133 857460.7090 1805666.0697 731.16 18+91.12 209.24 RT
BL102 BL-102 857865.7850 1805675.5720 739.52 22+37.65 77.69 RT
101 BY1-101 858116.3270 1805706.5660 746.26 24+76.26 76.94 RT
GPS1 Y4807F-1 858709.3260 1805511.6750 762.73 30+81.12 33.54 LT
134 BY1-134 859577.6771 1805450.5239 764.90 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BY1
136 BY2-136 856723.6067 1806676.1943 729.72 26+52.27 17.00 RT
123 BY2-123 857384.5280 1806744.6740 739.53 21+37.23 277.51 LT
BL103 BL-103 857811.3470 1806706.9240 745.37 19+55.17 576.32 LT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION Y1 STATION OFFSET
BY2
GPS2 Y4807F-2 859256.6620 1806819.6700 759.72 OUTSIDE PROJECT LIMITS
BYGPS1 Y4807F-1 858709.3260 1805511.6750 762.73 16+78.99 48.24 LT
140 BY3-140 858377.6152 1805154.4645 757.56 11+97.83 17.38 LT
135 BY3-135 857943.6307 1804799.2065 751.84 OUTSIDE PROJECT LIMITS
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET
BY3
139 BY4-139 857281.8377 1808563.7304 729.55 OUTSIDE PROJECT LIMITS
138 BY4-138 857298.1895 1808037.9112 726.59 26+32.55 22.34 RT
137 BY4-137 857358.0213 1807600.8180 702.86 21+93.00 13.02 LT
BY123 BY2-123 857384.5280 1806744.6740 739.53 13+36.89 19.16 RT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET
BY4
****************************************
RR SPIKE IN BASE OF POWER POLE
L STATION 26+06.00 111 RIGHT
N 858256 E 1805739
BM1 ELEVATION = 748.09
****************************************
****************************************
RR SPIKE IN BASE OF 18IN GUM
L STATION 24+15.00 2014 RIGHT
N 857894 E 1807633
BM2 ELEVATION = 711.13
****************************************
****************************************
RR SPIKE IN BASE OF 15IN PINE TREE
L STATION 30+98.00 3111 RIGHT
N 859354 E 1808590
BM3 ELEVATION = 745.56
****************************************
****************************************
RR SPIKE IN BASE OF 12IN GUM TREE
L STATION 27+41.00 5566 RIGHT
N 859319 E 1811099
BM4 ELEVATION = 751.78
****************************************
****************************************
RR-SPIKE IN BASE OF POWER POLE
S 53°13'50.07" W Dist 1361.76
L STATION 10+00.00
N 856123 E 1803764
BM5 ELEVATION = 735.35
****************************************
****************************************
RR-SPIKE IN BASE OF 36IN OAK TREE
N 10°47'19.09" E Dist 2734.85
L STATION 10+00.00
N 859625 E 1805367
BM6 ELEVATION = 767.72
****************************************
****************************************
RR-SPIKE IN BASE OF POWER POLE
S 09°30'39.84" E Dist 205.00
Y1 STATION 26+87.00
N 856489 E 1806732
BM7 ELEVATION = 724.11
****************************************
****************************************
RR-SPIKE IN BASE OF POWER POLE
N 84°59'39.30" E Dist 2284.72
Y3 STATION 10+00.00
N 857490 E 1808721
BM8 ELEVATION = 733.79
****************************************
NOTES
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT.
INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT>
SHEET NO.PROJECT REFERENCE NO.
Location and Surveys
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NOTE: DRAWING NOT TO SCALE
P5204_LS_CONTROL_131002.txt
P5204_LS_GPSCALIB_131002.HTML
P5204_LS_WGS84_131002.txt
P5204_LS_LOCAL_131002.txt
P5204_LS_GPSCALIB_131002.pdf
SELECTING
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
1D
D
C
N
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "Y4807F-1"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 858709.3260(ft) EASTING: 1805511.6750(ft)
ELEVATION: 762.73'(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999952493
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"Y4807F-1" TO -L- STATION 10+00.00 IS
N 5°20'40" W 571.23'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
>INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES.
NOTES:
WILL ALLOW THE END USER TO WORK WITHIN THE SAME COORDINATE SYSTEM WHEN
USING RTK (REAL TIME KINEMATIC) GPS AND A LOCAL BASE STATION. IF ANOTHER
SYSTEM SUCH AS VRS (VIRTUAL REFERENCE STATION) IS USED, ADDITIONAL FIELD TIES
MAY BE NEEDED TO REDUCE POSSIBLE ERRORS, OR BIASES.
2. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
THE FILES TO BE FOUND ARE AS FOLLOWS:
THE WGS84 AND LOCAL FILES ARE COMMA DELIMITED AND CAN BE USED TO REPRODUCE
THE SITE CALIBRATION FOR THE END USER'S GPS EQUIPMENT. IF FURTHER INFORMATION
IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/
SHEET NO.PROJECT REFERENCE NO.
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Location and Surveys
NOTE: DRAWING NOT TO SCALE
P-5204 SURVEY CONTROL SHEET
1. THE SITE CALIBRATION SHOWN IS BASED UPON A NETWORK TIED TO THE
p5204_ls_gpscalib_131002.PDF
NAD 83 / NSRS2007 ADJUSTMENT. THIS CALIBRATION
p5204_ls_gpscalib_131002.HTML
p5204_ls_wgs84_131002.TXT
p5204_ls_local_131002.TXT
p5204_ls_control_131002.TXT
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-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
-L-
39+48.68
39+00.00
38+00.00
37+00.00
36+00.00
35+00.00
34+00.00
33+00.00
32+00.00
31+00.00
30+00.00
29+00.00
28+00.00
27+00.00
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
859,575.83
859,527.28
859,427.55
859,327.86
859,228.34
859,129.02
859,029.94
858,931.15
858,832.66
858,734.53
858,636.54
858,538.56
858,440.57
858,342.12
858,242.64
858,142.69
858,042.86
857,943.75
857,845.94
857,750.00
857,656.51
857,566.02
857,479.06
857,396.15
857,317.77
857,244.40
857,176.47
857,114.37
857,055.72
856,997.08
856,938.45
1,805,435.03
1,805,438.61
1,805,445.97
1,805,453.84
1,805,463.57
1,805,475.21
1,805,488.75
1,805,504.20
1,805,521.55
1,805,540.77
1,805,560.74
1,805,580.71
1,805,600.69
1,805,618.10
1,805,628.02
1,805,630.27
1,805,624.83
1,805,611.73
1,805,591.05
1,805,562.92
1,805,527.50
1,805,485.00
1,805,435.68
1,805,379.81
1,805,317.74
1,805,249.83
1,805,176.48
1,805,098.13
1,805,017.14
1,804,936.13
1,804,855.13
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
-Y1-
39+48.68
39+00.00
38+00.00
37+00.00
36+00.00
35+00.00
34+00.00
33+00.00
32+00.00
31+00.00
30+00.00
29+00.00
28+00.00
27+00.00
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
26+87.43
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
856.691.37
856,777.83
856,876.71
856,974.93
857,069.01
857,156.22
857,234.15
857,300.63
857,353.83
857,392.26
857,414.87
857,426.52
857,437.89
857,449.25
857,460.62
857,477.02
857,509.17
857,554.44
1,806,698.25
1,806,685.21
1,806,670.30
1,806,651.85
1,806,618.31
1,806,569.62
1,806,507.14
1,806,432.59
1,806,348.05
1,806,255.86
1,806,158.57
1,806,059.25
1,805,959.90
1,805,860.55
1,805,761.19
1,805,662.64
1,805,568.07
1,805,478.94
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
-Y2-
POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)POINT #CHAIN STATION NORTHING (Y)EASTING (X)
26+93.59
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
859,103.85
859,064.70
859,022.87
858,981.04
858,939.21
858,897.38
858,855.55
858,813.72
858,771.89
858,729.96
858,681.12
858,622.17
858,560.58
858,498.97
858,434.83
858,366.74
858,294.89
858,219.69
1,806,455.19
1,806,370.18
1,806,279.34
1,806,188.51
1,806,097.68
1,806,006.85
1,805,916.02
1,805,825.19
1,805,734.36
1,805,643.57
1,805,556.39
1,805,475.67
1,805,396.88
1,805,318.12
1,805,241.42
1,805,168.19
1,805,098.65
1,805,032.75
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
-Y4-
-Y4-
-Y4-
-Y4-
12+75.05
12+00.00
11+00.00
10+00.00
856,997.30
856,925.23
856,826.15
856,730.93
1,804,936.43
1,804,956.57
1,804,949.59
1,804,919.03
86
85
84
83
82
81
80
79
78
77
76
75
74
73
72
71
70
69
68
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
-Y3-
27+14.68
27+00.00
26+00.00
25+00.00
24+00.00
23+00.00
22+00.00
21+00.00
20+00.00
19+00.00
18+00.00
17+00.00
16+00.00
15+00.00
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
857,317.58
857,318.11
857,321.68
857,325.82
857,332.00
857,338.18
857,344.53
857,351.74
857,358.96
857,366.45
857,374.04
857,381.64
857,388.18
857,394.06
857,399.94
857,405.82
857,398.00
857,358.27
857,290.87
1,808,120.79
1,808,106.12
1,808,006.18
1,807,906.28
1,807,806.47
1,807,706.66
1,807,606.86
1,807,507.12
1,807,407.38
1,807,307.66
1,807,207.95
1,807,108.24
1,807,008.46
1,806,908.63
1,806,808.80
1,806,708.98
1,806,609.73
1,806,518.46
1,806,445.22
90
89
88
87
94
93
92
91
-Y5-
-Y5-
-Y5-
-Y5-
12+31.08
12+00.00
11+00.00
10+00.00
857,685.05
857,716.10
857,816.01
857,867.37
1,805,722.49
1,805,723.82
1,805,728.08
1,805,797.38
100
99
98
97
96
95
-Y6-
-Y6-
-Y6-
-Y6-
-Y6-
-Y6-
14+44.74
14+00.00
13+00.00
12+00.00
11+00.00
10+00.00
859,367.97
859,323.23
859,223.23
859,113.45
859,117.38
859,108.73
1,811,133.68
1,811,133.57
1,811,133.33
1,811,162.96
1,811,260.70
1,811,360.33
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CENTERLINE COORDINATE LIST
SHEET NO.PROJECT REFERENCE NO.
1-FP-5204
RAIL DIVISIONS
STATE OF NORTH CAROLINA
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M
E
$
$
$
$
-D1-
-D1-
-D1-
103
102
101
857,468.22
857,386.83
857,287.58
1,805,704.17
1,805,694.37
1,805,706.53
11+82.21
11+00.00
10+00.00
107
106
105
104
-SR1-
-SR1-
-SR1-
-SR1-
12+49.33
12+00.00
11+00.00
10+00.00
858,040.26
857,990.98
857,891.10
857,795.18
1,806,686.40
1,806,688.77
1,806,693.57
1,806,680.12
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
24'
*12'12'
SHLD
8'
SHLD
8'
PS
4'
GUARDRAIL IS REQUIRED
USE 11' SHOULDER WHERE*
PS
4'
CL-L- (McLEANSVILLE RD)
ORIGINAL GROUND
12'
4
:1
ORIGINAL GROUND
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 1
VARIES 2:1 TO 4:1
.08 .02 .02 .08.02 .02
10.5"
C1
D1E1 TT
CLBRIDGE
CL
POINT
GRADE
35' - 4"
.06
.06
TYPICAL SECTION ON STRUCTURE
*
*NOTE: OFFSET CENTERLINE DUE TO
WITH TANGENT STRUCTURE DESIGN
ROADWAY ALIGNMENT IN HORIZONTAL CURVE
-L- SR 2819
(McLEANSVILLE RD)
TYPICAL SECTION NO. 2
15'15'
CL-R1- (NS/NCRR)
SIDING
NS/NCRR
MAIN TRACK
NS/NCRR
FUTURE TRACK
NS/NCRR
FUTURE TRACK
NS/NCRR
TYPICAL SECTION NO. 2A
0' TO 1.65'
VARIES
TYPICAL SECTION UNDER STRUCTURE
LOOKING EAST
-L- STA 23+74.48 TO 25+23.73
EXISTING
-L- Sta. 25+23.73 (END BRIDGE) THRU Sta. 30+45.00
-L- Sta. 12+55.00 THRU Sta. 23+74.48 (BEGIN BRIDGE)
29' -8 Ž"27' -3 •"
3:1
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2P-5204
PAVEMENT DESIGN
D
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LL
VARIABLE
POINT
GRADE
Detail Showing Method Of Wedging

MIN.

MIN.

C SURVEY C EXISTING

U

D3
E2
D3D2D1 C2
C1
E2
MIN
3"
2.5"
MIN
D2 D1
2.5"
3"
MIN.
1.5"

1.5"
1.5"
U U
MILL TO THIS LINE
W PROP. GRADEMINIMUM RESURFACING
Detail for Incidental Milling
13'-9 †"
100' -10 „"
EARTH MATERIAL.T
EXISTING PAVEMENT.U
PAVEMENT SCHEDULE
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED
PROP. 8" AGGREGATE BASE COURSEJ1
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
THAN 5•" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D3
GREATER THAN 4" IN DEPTH.
TYPE I19.0B, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1"
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2•" IN DEPTH OR
D2
PROP. APPROX. 2•" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C1
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL
W THIS SHEET)
D1
PROP. APPROX. 3•" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.0B, AT AN AVERAGE RATE OF 399 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
C2
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT
AN AVERAGE RATE OF 456 LBS. PER SQ. YD.E1
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
24'
*12'12'
SHLD
8'
SHLD
8'
GUARDRAIL IS REQUIRED
USE 11' SHOULDER WHERE*
PS
2'
CL
PS
2'
-Y1- (BETHEL CHURCH RD)
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 3ORIGINAL GROUND
ORIGINAL GROUND
12'
4
:1
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08.02 .02
24'
12'12'
SHLD
8'
SHLD
8'
PS
4'
PS
4'
CL-L- (McLEANSVILLE RD)
ORIGINAL GROUND
12'
4
:1
ORIGINAL GROUND
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 1A
VARIES 2:1 TO 4:1
.08 .02 .02 .08.02 .02
24'
12'12'
SHLD
8'
SHLD
8'
PS
2'
CL
PS
2'
-Y1- (BETHEL CHURCH RD)
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 3AORIGINAL GROUND
ORIGINAL GROUND
12'
4
:1
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08.02 .02
T
T
W
D1E1 U
T
T
T
T
C1
W
E1
E1 U
D2
D2
10.5"
THIS LINE
GRADE TO
THIS LINE
GRADE TO
-L- Sta. 30+45.00 THRU Sta. 36+50.00
-L- Sta. 10+00.00 THRU Sta. 12+55.00
-Y1- Sta. 10+12.00 THRU 24+75.00
-Y1- Sta. 24+75.00 THRU 26+87.43
C1
C1
D1
E1
C1
C1
D2
E1
3:1
3:1
3:1
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2AP-5204
PAVEMENT DESIGN
D
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T EARTH MATERIAL
U EXIST. PAVEMENT
C1 3" S9.5B
D1 3•" I19.0B
E1 4" B25.0B
D2 2•" I19.0B
W WEDGING
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
18'
SHLD
4'
SHLD
4'
CL -Y3- (HINES ANDREW RD)
8'
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 5
9'9'
VARIES 2:1 TO 4:1
4
:1
ORIGINAL GROUND
ORIGINAL GROUND
.08 .02 .02 .08
POINT
GRADE
24'
12'12'
SHLD
8'
SHLD
8'
CL
4
:1
8'
THIS LINE
GRADE TO
TYPICAL SECTION NO. 4ORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
9.5"
-Y2- (FRIEDEN CHURCH RD)
.08 .02 .02 .08
7"
T
T
T
T
W
C1
E1
E1
U
D2
THIS LINE
GRADE TO
18'
SHLD
4'
CL
8'
TYPICAL SECTION NO. 5A
1.5"
.08
C1
T
T
U
-Y3- (HINES ANDREWS RD)
9'9'
-Y2- Sta. 17+14.30 THRU Sta. 23+00.00
-Y2- Sta. 12+00.00 THRU Sta. 16+75.55
-Y3- Sta. 10+12.00 THRU Sta. 12+93.29
-Y3- Sta. 12+93.29 THRU Sta. 13+60.00
C1
ORIGINAL GROUND
ORIGINAL GROUND
EX EX
POINT
CROWN
C1
D2
E1
SHLD
EXIST
3:1
3:1
3:1
4
:1
EX
VA
RI
ES
2:
1
TO
4:
1
ORIGINAL GROUND
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2BP-5204
PAVEMENT DESIGN
D
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$
T EARTH MATERIAL
U EXIST. PAVEMENT
C1 3" S9.5B
D2 2•" I19.0B
E1 4" B25.0B
W WEDGING
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
10'
SHLD
2'
SHLD
2'
CL -Y5- (OLD BETHEL CHURCH RD)
22'
11'11'
SHLD
6'
SHLD
6'
CL -Y4- (BIRCH CREEK RD)
8'
4
:1
POINT
GRADE
POINT
GRADE
THIS LINE
GRADE TO
THIS LINE
GRADE TO
TYPICAL SECTION NO. 7
TYPICAL SECTION NO. 6
ORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
8'
4
:1
ORIGINAL GROUND
ORIGINAL GROUND
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08
.08 .02 .02 .08
22'
11'11'
SHLD
6'
SHLD
6'
CL -Y4- (BIRCH CREEK RD)
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 6A
8'
4
:1
ORIGINAL GROUND
VARIES 2:1 TO 4:1 9.5"
.08 .02 .02 .08
ORIGINAL GROUND
T
T
T
T
C1
W
E1
E1
U
D2
D2
THIS LINE
GRADE TO
C1
T
T
E1
-Y4- Sta. 11+40.00 THRU Sta. 12+62.63
-Y4- Sta. 10+80.00 THRU Sta. 11+40.00
-Y5- Sta. 10+53.04 THRU Sta. 12+01.07
C1 C1
D2
E1
7"
3:1
3:1
3:1
VARIES 20' - 50'
VAR. 10' - 40'
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2CP-5204
PAVEMENT DESIGN
2
9
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$
D
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T EARTH MATERIAL
U EXIST. PAVEMENT
D2 2•" I19.0B
E1 4" B25.0B
W WEDGING
C1 3" S9.5B
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
18'
SHLD
2'
SHLD
2'
CL -SR1- (SERVICE ROAD)
8'
POINT
GRADE
THIS LINE
GRADE TO
THIS LINE
GRADE TO
TYPICAL SECTION NO. 9
9'9'
ORIGINAL GROUND
4
:1
ORIGINAL GROUND
.08 .02 .02 .08
7"
T
T
C1
E1
4'2'6'6'2'
2:
1
M
A
X
6"6"
4:12:1
M
A
X
ORIGINAL GROUND
ORIGINAL GROUND
POINT
GRADE
.02
11"
CL
20'
10'10'
SHLD
2'
SHLD
2'
CL -Y5- (OLD BETHEL CHURCH RD)
8'
4
:1
POINT
GRADE
THIS LINE
GRADE TO
TYPICAL SECTION NO. 7AORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
.08 .02 .02 .08
W
T
T
U
TYPICAL SECTION NO. 10
.02
-D1- DRIVEWAY
-Y5- Sta. 10+00.00 THRU Sta. 10+53.04
-D1- Sta. 10+00.00 THRU Sta. 11+70.21
THIS LINE
GRADE TO
THIS LINE
GRADE TO
3:1
E1
C1
7"
THIS LINE
GRADE TO
11'
SHLD
2'
CL
POINT
GRADE
TYPICAL SECTION NO. 8ORIGINAL GROUND
VARIES 2:1 TO 4:1
ORIGINAL GROUND
.08
T U
-Y6- Sta. 10+00.00 THRU Sta. 10+90.00
E1
C1
7"
THIS LINE
GRADE TO
-Y6- (CARMON RD)
EX
ORIGINAL GROUND
3:
1
4:1
ORIGINAL GROUND
35' MIN. RADIUS FOR PROPOSED CUL-DE-SACS
EX EX
VARIES 22' - 70'
VAR. 11' - 59'
T
T
C1
J1
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2DP-5204
PAVEMENT DESIGN
2
9
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D
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2:1
2:1
-SR1- Sta. 10+00.00 THRU Sta. 12+49.33
T EARTH MATERIAL
U EXIST. PAVEMENT
C1 3" S9.5B
J1 8" ABC
W WEDGING
E1 4" B25.0B
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
PB 4 PG 174
PB 4 PG 174
M
C
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(
S
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2
8
1
9
)
GAIL MOSELEY
DB 6394 PG 550
DB 3804 PG 149
ROBERT STONE
2
4'
B
S
T
DB 65 PG 351
RAILROAD COMPANY
NORTH CAROLINA
DB 65 PG 351
RAILROAD COMPANY
NORTH CAROLINA
EXISTING PAVEMENT
NEATLY SAWCUT
SEE NOTE 3
EXISTING PAVEMENT
NEATLY SAWCUT
NORFOLK SOUTHERN/NCRR RR
PARKING
SOIL & GR
200.00'
EXISTING RR R/W
EXISTING RR R/W
25
11
10
12
PAVEMENT REMOVAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P-5204
0
PLANS
1020 20 40
GRAPHIC SCALE
2-E

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$
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$
U
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$
$
$
$
REMOVED AS WELL.
CULVERTS IN THE RAILROAD DITCHES SHALL BE
GRADE EXISTING DITCHES TO DRAIN. ANY EXISTING
GRADE AREA TO MATCH ADJACENT TOPOGRAPHY AND
6. CONTRACTOR SHALL REMOVE EXISTING ROADBED AND
AREA.
LOCATE ALL UNDERGROUND UTILITIES IN THE WORK
5. CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 TO
DISTURBED AREA OUTSIDE THE RAILROAD BALLAST LINE.
4. CONTRACTOR SHALL SEED AND MULCH THE
CONTRACTOR.
CROSSBUCKS SHALL BE REMOVED BY THE RAILROAD
THE RAILROAD CONTRACTOR. THE EXISTING RAILROAD
ASPHALT OVER THE TIES WILL ALSO BE REMOVED BY
BY THE RAILROAD CONTRACTOR. THE RAIL SEAL AND
SOUTHERN RAILROAD BALLAST LINE WILL BE REMOVED
3. THE EXISTING PAVEMENT INSIDE THE NORFOLK
BE REMOVED BY THE RAILROAD CONTRACTOR.
POWER LINE/POLES TO SERVICE THE SIGNAL BOX WILL
2. THE RAILROAD SIGNALS, SIGNAL BOX, AND OVERHEAD
MCLEANSVILLE ROAD.
AT 919-715-0296 TO SCHEDULE THE CLOSURE OF
1. CONTACT THE NCDOT RAIL DIVISION PROJECT ENGINEER
NOTES:
REMOVED
EX. SIGNS TO BE
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
OBLITERATE
OBLITERATE
REMOVED
EX. SIGNS TO BE
REMOVED BY RAILROAD CONTRACTOR
CONTRACTOR ONCE SIGNAL IS
EX. WALL TO BE REMOVED BY
CONTRACTOR
BY RAILROAD
TO BE REMOVED
MILEPOST 8
TO BE REMOVED
ADDRESS MARKER
10'
10'
P4
P5
EIP
EIP
T
T
24"
C
O
N
C
GR
SSWITCH
S
OI
L
&
G
R
P
A
R
KI
N
G
24" CONC
10' GR DR
22' BST
T
Tb
H
H
b
N
S
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R
NSRR
}
B
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S
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N
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&
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(
F
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)
M
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(
F
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)

M
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&
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AT&T
AT&T
4
"

P
N
G S
IG
N
A
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IG
N
A
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IG
N
A
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W
O
O
D
S
G
R
A
S
S
W
D

L
O
A
D
I
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D
O
CK
W
E
L
L
A
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&
T
W
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D
S
1
S
F
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8
3
N
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S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
SEE NOTE 2
SEE NOTE 2
EXISTING PAVEMENT
NEATLY SAWCUT
REGRADE DITCH
18" CMP TO BE REMOVED
REGRADE DITCH
18" CMP TO BE REMOVED
EXISTING RR R/W
EXISTING RR R/W
2
0
0
.
0
0
'
THOMAS BLACK
DB 3290 PG 816
LOUISE BULLARD
DB 2549 PG 897
PAVEMENT REMOVAL
GRAVEL REMOVAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P-5204
0
PLANS
1020 20 40
GRAPHIC SCALE
2-F

D
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a
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a
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\
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C
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O
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\
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a
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s
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i
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\
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F
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d
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$
$
$
$
U
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R
N
A
M
E
$
$
$
$
REMOVED AS WELL.
CULVERTS IN THE RAILROAD DITCHES SHALL BE
GRADE EXISTING DITCHES TO DRAIN. ANY EXISTING
GRADE AREA TO MATCH ADJACENT TOPOGRAPHY AND
5. CONTRACTOR SHALL REMOVE EXISTING ROADBED AND
AREA.
LOCATE ALL UNDERGROUND UTILITIES IN THE WORK
4. CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 TO
DISTURBED AREA OUTSIDE THE RAILROAD BALLAST LINE.
3. CONTRACTOR SHALL SEED AND MULCH THE
BE REMOVED BY THE RAILROAD CONTRACTOR.
POWER LINE/POLES TO SERVICE THE SIGNAL BOX WILL
THE RAILROAD SIGNALS, SIGNAL BOX, AND OVERHEAD
WILL ALSO BE REMOVED BY THE RAILROAD CONTRACTOR.
BY THE RAILROAD CONTRACTOR. THE TIMBER FLANGES
SOUTHERN RAILROAD BALLAST LINE WILL BE REMOVED
2. THE EXISTING PAVEMENT INSIDE THE NORFOLK
DRIVE.
AT 919-715-0296 TO SCHEDULE THE CLOSURE OF
1. CONTACT THE NCDOT RAIL DIVISION PROJECT ENGINEER
NOTES:
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
OBLITERATE
OBLITERATE
CONTRACTOR
RAILROAD
REMOVED BY
SIGNAL TO BE
EX. RAILROAD
EXISTING PAVEMENT
NEATLY SAWCUT
10'
10'
GUARDRAIL
GUARDRAIL
THOMAS BLACK
DB 3290 PG 816
NORFOLK SOUTHERN RR
10' GR
18" CMP
18" CMP
B
S
T
12
'
GR
N
A
D

8
3
N
S
R
S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
SEE NOTE 2
EXISTING PAVEMENT
NEATLY SAWCUT
EXISTING PAVEMENT
NEATLY SAWCUT
REGRADE DITCH
15" RCP TO BE REMOVED
CARMON ROAD
(SR 2755
)
25' PAVED RDWY
NORFOLK SOUTHERN RR
DB 4994 PG 1857
WALTER SHULER, JR.
DAMON CARTER
DB 5339 PG 2161
EXISTING RR R/W
EXISTING RR R/W
REGRADE DITCH
15" RCP TO BE REMOVED BY OTHERS
REMOVED
SIGN TO BE
REMOVED
SIGN TO BE
W1-6 TO BE REMOVED
REMOVED
W1-6 TO BE
PAVEMENT REMOVAL
GRAVEL REMOVAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
P-5204
0
PLANS
1020 20 40
GRAPHIC SCALE
2-G

D
C
N
0
3
-
J
A
N
-
2
0
1
4

0
8
:
2
5
O
:
\
T
r
a
n
s
p
o
r
t
a
t
i
o
n
\
R
o
a
d
w
a
y
\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
2
G
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
WESTBOUND CARMON ROAD TRAFFIC.
OF INTERSECTION AT CARMON & KNOX ROAD FOR
10. CONTRACTOR TO INSTALL "DEAD END" SIGN 40' WEST
TO ALTERING ANY TRAFFIC PATTERN.
9. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR
DRAWINGS AND TRAFFIC CONTROL PLANS.
THE ROAD ACCORDING TO THE ROADWAY STANDARD
8. PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE
7. PROVIDE PERMANENT SIGNING AS SHOWN.
WELL.
SIDE OF THE RR CROSSING NEED TO BE REMOVED AS
MARKINGS ON CARMON ROAD ON THE NORTH AND SOUTH
6. THE RR CROSSING ADVANCE WARNING PAVEMENT
REMOVED AS WELL.
CULVERTS IN THE RAILROAD DITCHES SHALL BE
GRADE EXISTING DITCHES TO DRAIN. ANY EXISTING
GRADE AREA TO MATCH ADJACENT TOPOGRAPHY AND
5. CONTRACTOR SHALL REMOVE EXISTING ROADBED AND
AREA.
LOCATE ALL UNDERGROUND UTILITIES IN THE WORK
4. CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 TO
DISTURBED AREA OUTSIDE THE RAILROAD BALLAST LINE.
3. CONTRACTOR SHALL SEED AND MULCH THE
CONTRACTOR.
THE SIGNAL BOX WILL BE REMOVED BY THE RAILROAD
BOX, AND OVERHEAD POWER LINE/POLES TO SERVICE
RAILROAD CONTRACTOR. THE RAILROAD SIGNALS, SIGNAL
SEAL FLANGES WILL ALSO BE REMOVED BY THE
BY THE RAILROAD CONTRACTOR. THE TIMBER AND RAIL
SOUTHERN RAILROAD BALLAST LINE WILL BE REMOVED
2. THE EXISTING PAVEMENT INSIDE THE NORFOLK
CARMON ROAD.
AT 919-715-0296 TO SCHEDULE THE CLOSURE OF
1. CONTACT THE NCDOT RAIL DIVISION PROJECT ENGINEER
NOTES:
REMOVE
BY RAILROAD CONTRACTOR
EX. RAILROAD SIGNAL TO BE REMOVED
CONTRACTOR
RAILROAD
TO BE REMOVED BY
EX. RAILROAD SIGNAL
REMOVED BY RAILROAD CONTRACTOR
CONTRACTOR ONCE SIGNAL IS
EX. GUARDRAIL TO BE REMOVED BY
RAILROAD CONTRACTOR
TO BE REMOVED BY
EX. RAILROAD SIGNAL BOX
REMOVE
EXISTING PAVEMENT
NEATLY SAWCUT
10'
10'
2
0
0
' R
A
IL
R
OA
D

R
O
W
GUARDRAIL
OM4-3 (TYP.)
REGRADE DITCH
12" RCP TO BE REMOVED
R
E
V
IS
I
O
N
S
R
/
W

R
E
V
.
U
P
D
A
T
E
D

P
R
O
P
E
R
T
Y
I
N
F
O
R
M
A
T
I
O
N

A
R
O
U
N
D

-
Y6
-

(
1-
3
-
14
)
E
XE
XOBLITERATE
OBLITERATE
PT Sta. 12+64.97
P
C

S
t
a
.

11
+
6
8
.3
4
P
O
T

S
t
a
.

10
+
0
0
.0
0
R = 65.00'
T = 59.75'
L = 96.63'
PI Sta 12+28.09
D
R=35'
R=50'
-Y6-
-Y6-
-
Y6
-
10'
50'
20'
E X
R=10'
R=10'
R=5'R=25'
Sta. 10+60.00
BEGIN CONSTRUCTION
Sta. 13+83.64
BEGIN CONSTRUCTION
Sta. 14+13.62
END CONSTRUCTION
Sta. 11+75.15
END CONSTRUCTION
34
34.06 LT
+83.78
90.00 LT
+50.00
45.21 LT
+97.65
55.00 LT
+83.05
88.00 LT
+95.00
97.00 LT
+03.00
61.80 LT
+12.00
EXISTING RR R/W
T
15" RCP
15" RCPMTL HW
10
' GR
RR SIG
RR SIG
SWITCH
12
"
RC
P
18"
C&G
18
"

C
&
G
4
' 3
S

E
L
E
C
T
b
}
P E-METER
NSRR
NSRR
N
S
R
R
D
U
K
E

E
N
E
R
G
Y
A
T
&
T
A
T
&
T
AT&T
AT&T
A
T
&
T
A
T
&
T
L
E
G
A
C
Y
A
T
&
T
LEGACY
AT&T
AT&T LEGACY (FO)
A
T
&
T

L
E
G
A
C
Y
(F
O
)
PASTURE
FIELD
OVERGROWN
CULTIVATED
-BL-120
55.85 LT
-Y1- 11+97.94
BL STATION 66+29.00 230' LEFT
RR SPIKE IN BASE OF 12" GUM
N 859319 E 1811099
BM#4 ELEVATION = 751.78'
DB 3242 PG 160
ANN DEAL
DB 3242 PG 160
ANN DEAL
N
A
D

8
3
N
S
R
S

2
0
0
7
C
C
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
-L- Sta. 11+38 RT 403 24 30 15" RCP
-Y4- Sta. 12+17 RT 402 24 37 15" RCP
-Y4- Sta. 12+29 CL 401 735.98737.7 95 110 18" RCP
-L- Sta. 13+78 RT 405 20 15 15" RCP
-L- Sta. 14+88 RT 406 24 52 15" RCP
-L- Sta. 13+50 1 1LT410735.10737.85
-L- Sta. 16+66 CL 409 719.30722.05 161 50 24" RCP
-L- Sta. 19+50 LT 413 758.42761.17 1 1
-Y1- Sta. 11+42 CL 419 730.60 725.60 172
-Y1- Sta. 11+34 RT 416 756.12758.88 1 1
-L- Sta. 28+50 LT 501 770.00 767.25 1 1
-Y2- Sta. 15+30 LT 506 20 24 15" RCP
-L- Sta. 32+98 RT 507 756.80 756.33508 40 21 15" RCP
-L- Sta. 33+20 RT 508 759.50 756.33 1 1 REMOVE EXISITNG DI
-L- Sta. 33+29 RT 509 756.75 756.33508 13 40 15" RCP
-L- Sta. 33+02 CL 508 510 756.33 755.50 82
-L- Sta. 34+75 RT 511 71 52 15" RCP
-Y2- Sta. 19+70 RT 601 20 40 15" RCP
-Y2- Sta. 20+27 RT 602 24 47 15" RCP
-Y2- Sta. 20+27 LT 603 60 60 15" RCP
-Y1- Sta. 15+50 LT 706 739.44 736.69 1 1
-Y3- Sta. 10+38 CL 702 729.12 728.53 90
-Y1- Sta. 25+05 LT 704 24 21 12" RCP
-Y1- Sta. 25+88 LT 705 24 20 12" RCP
-L- Sta. 13+50 LT 411 412 725.45 7 1 @ 15"
-L- Sta. 13+50 LT 410 411 735.10 30
-L- Sta. 19+50 LT 414 415 729.72 13 1 @ 15"
-L- Sta. 19+50 LT 413 414 758.42 61
-Y1- Sta. 11+34 RTRT 417 418 724.36 5 1 @ 15"
-Y1- Sta. 11+34 RTRT 416 417 756.12 63
-L- Sta. 28+50 LT 502 503 756.00 11 1 @ 15"
-L- Sta. 28+50 LT 501 502 767.25 35
1 @ 15"-Y2- Sta. 13+70 LT 504 505 752.26 15
M
.
H
.

F
R
A
M
E

&

C
O
V
E
R

S
T
D
.

8
4
0
.
5
4
-Y1- Sta. 15+50 CL 706 707 736.58736.69 36
-Y1- Sta. 15+50 RT 707 1 1739.33 736.58
-Y1- Sta. 16+00 RT 707 708 736.58 733.75 100
-Y1- Sta. 16+50 RT 708 1 1733.75735.00
-Y1- Sta. 17+00 RT 708 728.45733.75709 96
-Y1- Sta. 17+50 RT 709 732.10 728.45 1
-Y1- Sta. 17+50 RT 709 728.35728.45710 15
-L- Sta. 12+64 CL 404 733.92 60734.14
-Y1- Sta. 14+80 CL 701 716.20 715.20 145
4.5
SHEET TOTALS 8 1 82256962991723064.5 4 @ 15"1 @ 15"679
100721.00727.40703CL-Y1- Sta. 22+00
100
D
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.
B
.

S
TD
.

8
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0
.
3
1

O
R

8
4
0
.
3
2
G
.
D
.
I.

F
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W
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G
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T
E

S
T
D
.

8
4
0
.
2
2
G
.
D
.
I
.

(
N
.
S
.
)

F
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G
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TE

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.

8
4
0
.
2
4
G
.
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.
I.

(
N
.
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)

F
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W
ITH

T
W
O

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A
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E
S

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TD
.

8
4
0
.
2
4
SIZE A B
Q
U
A
N
T
IT
IE
S
F
O
R

D
R
A
IN
A
G
E
S
TR
U
C
T
U
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E
S
ENDWALLS
STATION
S
TRU
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U
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E

N
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.
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.
P
.
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.
S
.
P
.
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1
0
9
.
0
7
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H

(
0
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U

5
.
0
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)
5
.
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TH
R
U

1
0
.
0
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1
0
.
0
'

A
N
D

A
B
O
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E
*

TO
TA
L
L.
F
.

F
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R

P
A
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Q
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IT
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A
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B
E

C
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'
A
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+

(
1
.
3

X
C
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L.
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B
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)
F
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FE GC
.
B
.

S
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.

8
4
0
.
0
1

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.

8
4
0
.
0
2
ABBREVIATIONS
2
9
-
O
C
T
-
2
0
13

17
:
4
0
O
:
\
T
r
a
n
s
p
o
r
t
a
t
i
o
n
\
R
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a
d
w
a
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\
N
C
D
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T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
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a
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w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
3
a
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
LO
C
A
T
I
O
N

(
LT
,
R
T
,

O
R

C
L)
4
/
0
4
/
0
6
REMARKS
SHEET NO.PROJECT REFERENCE NO.
3-AP-5204
COMPUTED BY:
CHECKED BY:DATE:
DATE:

12"15"18"24"30"36"42"48"12"36"42"48"
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
RAIL DIVISIONS
STATE OF NORTH CAROLINA
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
THICKNESS
*FT.
LIN.
2
9
-
O
C
T
-
2
0
13

17
:
4
0
O
:
\
T
r
a
n
s
p
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t
a
t
i
o
n
\
R
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a
d
w
a
y
\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
3
a
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SHEET NO.PROJECT REFERENCE NO.
TO
P

E
LE
V
A
TIO
N
IN
V
E
R
T
E
LE
V
A
T
I
O
N
IN
V
E
R
T

E
LE
V
A
TIO
N
S
LO
P
E

C
R
IT
IC
A
L
OTHERWISE)
NOTED
(UNLESS
STD. 838.80
OR
STD. 838.11
STD. 838.01,
C.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B.TRAFFIC BEARING JUNCTION BOX
G.D.I.GRATED DROP INLET
G.D.I. (N.S.)
(NARROW SLOT)
GRATED DROP INLET
48"42"36"30"24"18"15"
D
R
O
P

IN
LE
T
C
A
T
C
H

B
A
S
IN
S
E
C
T
IO
N
T
R
A
N
S
IT
IO
N
A
L
C
O
N
C
R
E
T
E
(RCP, CSP, CAAP, HDPE, or PVC)
DRAINAGE PIPE
C
O
R
R
.

S
T
E
E
L
E
LB
O
W
S

N
O
.

&

S
IZ
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.

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S

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B
"

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.

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,

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.

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4
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U
S
E

C
A
A
P
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O
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U
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E

H
D
P
E
C.S. PIPE
15"18"24"
.
0
6
4
.
0
6
4
.
0
6
4
.
0
6
4
(CLASS III)
R.C. PIPE
12"18"24"30"36"42"48"15"
*
*
"

R.

C
.

P
IP
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(
C
LA
S
S

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)
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*
"

R
.

C
.

P
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C
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LV
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,

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N

P
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E
*
*
"

R
.

C
.

P
IP
E

C
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R
TS
,

C
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T
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A
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TO
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D
E
S
IG
N

P
IP
E
1
5
"

S
ID
E

D
RA
IN

P
I
P
E
1
8
"

S
ID
E

D
RA
IN

P
I
P
E
(CLASS IV)
R.C. PIPE
SUB-REGIONAL
NOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
G
.
D
.
I.

F
RA
M
E

W
ITH

T
W
O

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.

8
4
0
.
2
0
54
-SR1- Sta. 11+07 CL 801 739.78 738.00 54 15" CMP28
-Y6- Sta. 11+80 LT 901 18 12" RCP32
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
-L-
-L-
-L-
-L-
-L-
-Y1-
-Y1-
-Y1-
13+00.00
15+21.00
19+06.00
25+10.00
25+38.00
10+61.00
10+60.00
12+56.00
23+57.50
18+67.85
23+91.00
29+08.50
29+56.00
17+00.00
12+29.00
17+05.00
LT
RT
RT
LT
RT
LT
RT
RT
312.5
637.5
450
400
425
175
450
62.5
62.5
350
12.5
75
14+00.00
16+00.00
19+50.00
28+00.00
28+50.00
16+00.00
12+00.00
16+00.00
8'11'
11'8'
11'8'
11'8'
11'8'
11'8'
11'8'
11'8'
50'
50'
50'
50'
50'
50'
50'
12.5'
1'
1'
1'
1'
1'
1'
1'1'
1
1
1
1
1
2
1
1
1
1 1
-L-
-L-
-Y1-
-Y1-
-Y1-
25+25
23+40
28+50
10+19 11+35
11+59
13+29
15+50
16+50
325'
145'
391'
321'
7 4 1
7 4 1
7 4 1
13+50 990'
2,172'
2,172'
GUARDRAIL SUMMARY
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
LENGTH
SHOP
CURVED
DOUBLE
FACED
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
E.O.L.
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
STRAIGHT
SURVEY
LINE BEG. STA.END STA.LOCATION
XI
MOD
XI
GRAU
350
M-350 TYPE III VI
MOD
BICCAT-1
1
2
/
0
6
/
0
7
AT-1
RAIL DIVISIONS
STATE OF NORTH CAROLINA
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA G NG
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
COMPUTED BY:
CHECKED BY:DATE:
DATE:

SHEET NO.PROJECT REFERENCE NO.
3-BP-5204
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$
STATION
SUMMARY OF EARTHWORK
STATION
EXCAV.
UNCL.
+%
EMBANK.
BORROW WASTE
SAY:
GRAND TOTALS:
PROJECT TOTALS:
STATIONSTATION
SAY:
LINE
SURVEY
2
YD
LT/ RT/ CL
LOCATION
STATIONSTATION
LINE
SURVEY
2
YD
LT/ RT/ CL
LOCATION
EXISTING ASPHALT PAVEMENT
SUMMARY OF BREAKING
TOTAL:
SAY:
TOTAL:
STATIONSTATION
LINE
SURVEY LENGTH
SAY:
TOTAL:
SHOULDER BERM GUTTER SUMMARY
SAY:
SUBTOTAL:
PROJECT TOTALS:
LESS 7 GRAU-350 @ 50' EACH
LESS 1 CAT-1 @ 12.5' EACH
LESS 4 TYPE III ANCHORS @ 18.75' EACH
PARCEL INDEX
NO.
PARCEL SHEET NO.PROPERTY OWNER NAME
COMMUNITY FOUNDATION REAL ESTATE MANAGEMENT FUND INC
EDWARD AND ETHEL ADAMS FAMILY TRUST
ANDREW CLEMENT
MELINDA COLEMAN
NICKY THELEN
JAMES GREER, JR.
NORTH JEFFERSON, INC.
JOHN LOWE
GAIL MOSELEY
ROBERT STONE
NORTH CAROLINA RAILROAD COMPANY
MCLEANSVILLE FIRE DEPARTMENT
WILLIAMS FAMILY TIES INC.
DEBORAH HINES
PAUL BOONE JR.
CHARLES TERRY
MCLEANSVILLE SHOPPING CENTER CORP
DEAN WILLIAMS
ANNIE BROWN
CLARA COBB REVOCABLE LIVING TRUST
STEVEN COBB
CLARA COBB REVOCABLE LIVING TRUST
JERRY KING
MARK WILSON
THOMAS BLACK
ROBERT BRADSHAAW
1 & 5
4 & 7
5 & 6
5 & 6
2
3
4
6
7
8
9
10
11
12
13
14
15
16
17
19
20
21
22
23
24
25
26
27
28
4
4
4
4
4
4
4
5
5
5
5
5
5
5
7
7
7
7
8A
8A
-L-
-Y1-
-L- 10+00 -L- 23+50
-Y1- 10+50 -Y1- 26+50
-Y3- 10+50
-Y3-
-Y1- 13+50
-Y4- 11+00
-Y4-
-Y4- 12+50
-Y5- 10+00
-Y5-
-Y5- 12+00
SUBTOTALS: #1
SUBTOTALS: #2
-L- 25+50
-L-
-L- 36+50
-Y2- 12+00
-Y2-
-Y2- 16+50
-Y2- 17+50 -Y2- 23+00
117,009 480 -109,190
370 67,632 1,038
1,185 1,185
5 853 848
64 163
41,664 916 -40,748
887 187 -700
315 510 195
184,949 -173,504
-41,253
7,709
7,339
3,736
42,866 1,613
7,709 227,579 5,677 -214,871
-L-
-L-
-Y1-
21+42
25+36
21+17
25+11
26+77
23+94
RT
RT
LT
652
231
1,122
2,005
2,010
-L-12+25 16+22 CL 980
-L-21+75 23+90 RT 362
-L-25+85 30+42 CL
-Y1-11+63 11+87 CL 467
1,438
3,247
3,250
125
125
125
-66,224
1,062.5
3,912.5
3,475
3,500
D
C
N
29
30
31
32
7
7
4
6
SUSAN C COBB REVOCABLE LIVING TRUST
RALPH AND SUSAN COBB TRUSTEES OF
THEODORE ANDERSON
WILLIE FOUST
CHRISTOPHER WALSH
ASPHALT PAVEMENT REMOVAL
SUMMARY OF EXISTING
33
34 2-G WALTER SHULER, JR.
8A LOUISE BULLARD
8 & 8A
8 & 8A
8 & 8A
99
343
-SR1-
-SR1- 10+00 -SR1- 12+40 3 -340
SUBTOTALS: #3 3 343 -340
-D1- 10+00
-D1-
-D1- 11+50 -22223917
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
Slope
Fill
Slope
FillSlope
Ditch
Front
Slope
Ditch
Front
Geotextile
-L- STA 23+00MATCHLINE SEE SHEET 5

-Y1- STA 13+00
M
ATCHLINE SEE SHEET 7
-L- McLeansville Rd.
-
Y1-
Bethel Church
Rd.
PAVEMENT REMOVAL
RR-SPIKE IN BASE OF POWER POLE
S 46°58'34.8" W Dist 330.79
BY1 STATION 46+50.74
N 856123 E 1803764
BM5 ELEVATION = 735.35
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD McLEANSVILLE RD
ROAD
BIRCH CREEK
3900 5000
1300
1200100
7900 7800
1700
800900
TRAFFIC DIAGRAM
McLEANSVILLE RD AT BIRCH CREEK RD
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD McLEANSVILLE RD
5000 6600
2400
2000400
7800
4400
33001100
TRAFFIC DIAGRAM
McLEANSVILLE RD AT BETHEL CHURCH RD
10000
ROAD
BETHEL CHURCH
2
2
.
5
'
20.5'
SEE SHEET 13 FOR -D1- PROFILE VIEW
SEE SHEET 12 FOR -Y5- PROFILE VIEW
SEE SHEET 12 FOR -Y4- PROFILE VIEW
SEE SHEET 10 FOR -Y1- PROFILE VIEW
NOTE: SEE SHEET 9 FOR -L- PROFILE VIEW
T
YP
16'TY P16'
+60.00
20' BST
MANAGEMENT FUND INC
COMMUNITY FOUNDATION REAL ESTATE
DB 7085 PG 1240
1
9
JOHN LOWE
PG 147DB 4867
PG 174PB 4
30.00 RT
+96.00
40.00 RT
+96.00
40.00 RT
+75.00
30.00 RT
+75.00
DB 6394 PG 550
GAIL MOSELEY
10
183.94 RT
+89.67
121.39 RT
+83.42
PB 4 PG 174
5
PAVED SHOULDER
30.00 RT
+50.81
36.00 RT
+35.45
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2
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$
$
$
$
D
C
N
PI Sta 21+31.42
D
L = 1,488.91'
T = 838.14'
R = 1,300.00'
PI Sta 11+67.46
D
L = 224.21'
T = 113.43'
R = 600.00'
10
1
5
2
0
-L-
-
Y1-
-L--Y1-
PI Sta 11+77.40
D
L = 169.27'
T = 88.02'
R = 250.00'
12'12'
11'
12'
12'
12'12'
11'
-Y4-
-Y4- POT Sta. 12+75.05
-L- Sta. 11+00.37 =
-L- Sta. 18+86.93 =
-Y1- POT Sta. 10+00.00
R=50'
-L- POT Sta. 10+00.00
BEGIN PROJECT P-5204
0101
00
017015
E
X
E
X
0
5
0
2
0
4
0
3
0
2
0
2 0
1 0
0 0
1
0
2
0
3
0
4
0
1
0
5
0
6
0203030201
00
01
02
03
04
05
0
16
+
9
6
.0
0
TYP
24'
+
3
6
.
4
8
TYP
24'+16.38TYP27'2
7
'+22.00TYP21'
+
0
4.
6
5
057
15:1 TAPER
B
E
GIN T
AP
E
R
+94.00
BEGIN TAPER
BEGIN TAPER
GRAU 350
15:1 TAPER
GRAU 350
15:1 TAPER
BEGIN TAPER
+60.00
+52.67
G
R
A
U 350
GR
A
U 350
8'
4'
8'
8'
8'8'R=20'
-
Y4- Sta. 10+80.00
SE = 6%
DS = 50MPH DS = 40MPH
SE = 6%
DS = 30MPH
SE = 6%
B
E
GIN
C
O
NST
R
U
CTIO
N
50'
SHLD TAPER
PI Sta 11+14.27
D
L = 44.65'
T = 22.49'
R = 150.00'
-D1-
PI Sta 10+67.04
D
L = 78.98'
T = 50.44'
DS = 15 MPH
SE = 6%
R = 50.00'
-Y5- Sta. 10+00.00
BEGIN CONSTRUCTION
R=50'
R=50'
R=50'
-Y5-
OBLITERATE
01 003
017
01
0
2
0
0
0
1
0
2
02
01
00
01
N
C
N
C
-Y1- BEGIN CONSTRUCTION
-
Y4- P
OT Sta. 10+00.00
-
Y4- P
C Sta. 10+89.38
-L- PC Sta. 12+93.28
-D1- POT Sta. 11+82.21
-D1- PT Sta. 11+36.43
-D1- PC Sta. 10+91.78
-D1- POT Sta. 10+00.00
-
Y5- P
OT Sta. 12+31.08
-Y5- PT Sta. 10+95.58
-Y5- PC Sta. 10+16.60
-Y1- PC Sta. 10+54.04
-Y1- PT Sta. 12+78.24+27.76
BEGIN SBG +59.42
BEGIN SBG
-Y1- Sta. 12+42.46 =
BEGIN CONSTRUCTION
10'10'
10'10'
4'
12'
12'
4'
PT Sta. 12+58.65
30'2 5 '2 0 '
1 0 '
1 0 '
1 0 '
1
2
3
4
5
8
6
30.10 LT
+00.00
46.00 LT
+75.00
50.79 RT
+92.57 56.00 RT
+50.00
70.00 RT
+00.00
98.00 RT
+50.00
119.39 RT
+58.00
128.69 LT
+38.00
88.35 RT
+69.93
97.61 RT
+64.96
142.53 RT
+35.78
195.05 RT
+53.82
30.00 LT
+80.00
73.00 LT
+50.00
123.00 LT
+00.00
127.95 LT
+56.90
84.45 RT
+90.00
100.00 RT
+84.00
150.00 RT
+10.00 152.00 RT
+45.00
180.00 RT
+28.00
155.36 RT
+42.00
7
9
78.00 LT
+50.00
46.00 LT
+50.00
132.64 LT
+94.56
189.47 LT
+65.31
236.16 LT
+41.38
286.70 LT
+57.15
284.34 LT
+71.87
201.02 LT
+50.23
157.60 LT
+97.70
126.84 LT
+67.56
PL
+24.50
PL
+10.23
-Y1-
PL
+67.78
-Y1-
123.00 LT
+00.00
PL
+10.00
PL
+58.66
29.26 LT
+30.00
46.00 LT
+76.12
56.12 LT
+03.57
63.98 LT
+02.38 65.48 LT
+50.00
55.00 LT
+13.83
57.37 LT
+83.10
90.60 RT
+21.75
75.66 RT
+40.57
131.35 LT
+23.83
150.87 LT
+42.00
131.35 LT
+23.83
38.23 RT
+00.00 -L-
94.29 LT
+57.34 -Y4-
104.47 LT
+81.00 -Y4-
94.29 LT
+57.34 -Y4-
30.00 LT
+60.95
36.85 LT
+62.11
38.52 LT
+52.25
31
PL
+65.00
-Y1-
179.00 LT
+35.00
-Y1-
84.98 RT
+28.74
167.32 RT
+35.13
190.24 RT
+75.23
190.39 RT
+83.96
173.32 RT
+84.24
739.99
738.77
741.03
739.39
741.89
742.94
743.87
744.80
74503
743.65
741.77
740.53
738.74
0401
0402
0403
0404
0405
0406
0409
1
8
"
15"
15"18"
1
8
"
18"
3:
1 3:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 15+50 TO -L- STA. 16+28 (RT)
Min. D= 1 Ft.
DETAIL D
Ground
Natural
Ground
Natural
10 SY FF
CLASS B RIP RAP
EST 3 TONS
10 SY FF
CLASS B RIP RAP
EST 3 TONS
HW
EST 40 SY FF
CLASS B RIP RAP
EST 33 TONS
EST 42 SY FF
CLASS B RIP RAP
EST 32 TONS
FRO
M -Y1- STA. 14+75 TO STA. 17+27
Type of Liner= CLASS B Rip-Rap
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 13+50 TO -L- STA. 23+00 (LT)
DETAIL E
b= 5.0 Ft.
B= 3.0 Ft.
Min. D= 2.0 Ft.
Ground
Natural
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -L- STA. 14+00 TO -L- STA. 15+50 (RT)
b= 3.0 Ft.
Min. D= 1.0 Ft.
DETAIL C
Ground
NaturalFlatter3:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 11+35.59 TO -L- STA. 13+64 (RT)
DETAIL B
Min. D= 1.0 Ft.
Ground
NaturalFlatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y4- STA. 10+80 TO -Y4- STA. 11+50 (RT)
FROM -Y4- STA. 10+80 TO -Y4- STA. 12+00 (LT)
FROM -L- STA. 12+00 TO -L- STA. 13+00 (LT)
DETAIL A
Min. D= 1.0 Ft.
Ground
Natural
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL E
3.0' LATERAL BASE DITCH
SEE DETAIL E
3.0' LATERAL BASE DITCH
3:13:
1
D
( Not to Scale)
STANDARD BASE TAIL DITCH
B
d
-L- STA. 16+40
DETAIL F
B= 4.0 Ft.
Max. d= 2.0 Ft.
Min. D= 6.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CLASS B Rip-Rap
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
LATERAL 'V' DITCH
SEE DETAIL D
STANDARD 'V' DITCH
SEE DETAIL F
BASE TAIL DITCH
0412
0411
EST 10 SY FF
CLASS B RIP RAP
EST 4 TONS
2GI
ELB
RETAIN
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
R E M O
V E
R EM
O V E
R
E
T
A
I
N
0410
SAG
12+93.94
CREST
STA 10+68.65
C
R
E
S
T
S
T
A
1
0
+
7
6.0
5
4
2
"

-

IV
(SEE X-SECTIONS)
GRADE TO DRAIN
EST 47 SY FF
CLASS B RIP RAP
EST 42 TONS
N
o
D
e
c
k
D
ra
in
s R
e
q
u
ire
d
S
h
o
u
ld
e
r =
4
.0
'
S
p
re
a
d
=
2
.0
'
S
x
=
0
.0
6
0
ft/ft
S
=
0
.0
1
4
1
ft/ft
Q
=
0
.2
2
c
fs
Q
=
C
IA =
0
.9
(4
.0
)(0
.0
6
)
Are
a
=
0
.0
6
Ac
S
TA 2
3
+
5
7
L
T
S
P
R
E
AD
C
AL
C
U
LATIO
N
T
ELB
0413
0414
0415
EST 10 SY FF
CLASS B RIP RAP
EST 4 TONS
2GI
SHOULDER BERM GUTTER
SHOULDER BERM GUTTER
ELB
0416
2GI
0417
0418
EST 7 SY FF
CLASS B RIP RAP
EST 2 TONS
ELBOWPIPE
15" COR.SBG
S
B
G
REMOVE
REMOVE
R E M
O
V E
4
2
"

-

IV
18" - IV
0419
1
5
"
ELBOW
15"PIPE
15"ELBOW
15" PIPE
Se
e
d
w
ith
n
a
tive

g
ra
sse
s a
t in
sta
lla
tio
n
.
SEED POND AFTER DRAINING
REMOVE POND DAM TO DRAIN
(SEE X-SECTIONS)
GRADE TO DRAIN
DETAIL A
DITCH SEE
SPECIAL CUT
SHOULDER BERM GUTTER
15"
-100 year HW/D=0.69 (<1.5)
-Min size diameter = 36"
hydraulic design standards:
within Norfolk Souther RR
Railroad culvert is performing
v
DB 6820 PG 927
JAMES GREER, JR.
EIP
EIP
EIP
EIP
EIP
E
XISTIN
G
R/
W
E
XISTI
N
G
R/
W
6 0 .0 0 '17 8 .0 6'
133.72'
M C L E A N S V IL L E R O A D (S R 2 8 19 )
206.03'
39.24'
60.00'
T
60" C O N C
3
6
"

C
M
P
HW
HW
1 2 " R C P
10'
G
R
1 5 " R C P
GR
GR
36" VIN
YL
6
W/LT
10
11
P
ORC
H
-BY1-132
W
P
A
V
E
RS
B
K
46
1 5 " R C P
CONC WALK
15" RCP
9' SO
IL & G
R
D
R
41
43
40
PORCH
CONCCONC WALK
CONC
STEPS
WD
S
12
' S
OIL
&
GR

D
R
4' WW W/ 2 S BW
PO
R
C
H
15" RCP
10
' S
OIL &
GR

DR
LT
GRASS
11' S
OIL
&
GR
DR
15" RCP
15" RCP
DECKWD
BK GAR
15" RCP
10' S
OIL
&
G
R
D
R
374' WW W/ 2 S BW
WD S
32
33
34
CONC
PAVED PARKING
WALK
CONC
12" TC
4' WW W/ 2 S BW
PUMP HOUSE
WELL
S
RR SIGNAL
RR SIGNAL
WOODS
WOODS
S
S
18" RCP 2
4
"
R
C
P15" RCP
A
R
B
O
R

F
E
N
C
E
GRAPEVINES
CONC HW
MTL RET WALL/GUARD RAIL
MTL RET WALL/GUARD RAIL
18 " RC P
C
O
N
C
W
A
L
K
12" RCP
N 71°48'00"
W
191.67'
N 85°19'57"
W
138.74'
S

4
5
°
2
2
'
4
1"

E
119
.
3
4
'
N 68°45'00"
W
45.30'
N 76°06'10"
W
211.47'S 04°48'44" W
249.81'
N 85°24'17"
W
220.82'S 0 2 °4 0 '4 4 " W
4 2 1 .6 8 '
EIP
EIP
EIP
RR IRON
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
EXISTING R/W
EXISTING R/W
60.00'
2
0
0
.
0
0
'
EARTH DAM
MELINDA COLEMAN
DB 7085 PG 1236
DB 7197 PG 1245
ADAMS FAMILY TRUST
EDWARD AND ETHEL
GEORGE RAYNOR
DB 4116 PG 1568
ANDREW CLEMENT
DB 7325 PG 103
NICKY THELEN
DB 5924 PG 2786
DB 5664 PG 208
PB 4 PG 174
DB 2397 PG 648
NORTH JEFFERSON, INC.
1S
B
K
D
1 S
B
K
D
(
A
B
A
N
D)
1 S
B
L
K
D
W
O
O
DS
C
O
N
C
S
T
E
P
S
R
O
C
K
S
S
W
(
A
B
A
N
D)
1 S
F
D
NORFOLK SOUTHERN/NCRR RR
T5
7
8
W /L T
4 5
4 4
42
39
35
36
38
n
c
b
b
b
b
b
HH
NSRR
NSRR
NSRR
AT
&T (
A
AT
U
R)AT
&T
AT&T
A
T&
T
(FO
) M C I
(FO) M
CI
4" PN G
4" PNG
bb
4" PNG
4" PNG
4" PNG
4" PNG
AT&T (AATUR)
(FO) MCI
(FO) MCI
(FO) MCI
(FO) MCI
AT&T
AT&T AT&T
A
T
&
T
A
T
&
T
A
T
&T
A
T
&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
P
N
G
n
OFF 26.97' RT
-L- Sta. 12+08.08
OFF 77.68' RT
-L- Sta. 22+37.65
-BL-102
OFF 77.68' RT
-L- Sta. 22+37.65
-BY1-133
BIRCH CREEK ROAD (SR 2826)
MCLEANSVILLE ROAD
(SR 2819)
(S
R 2930)
BET
HEL C
H
U
R
C
H
R
O
A
D
22.5' BST
20.5' BST
22' BST
2 4 ' B S T
2 S F D
GRASS
GRASS
GRASS
1 1/2 S F D
ROCK WALK
1 S BK D
BK RET WALL
GRASS
GRASS
WOODS
SHED
WOODS
GRASS
WOODS
G
MTL
1SFD
WOODS
OVERFLOW PIPE
POND
PASTURE
1 S F D
GAR
FALLOW
AT&T
GRASS
PARKING
SOIL & GR
1 S F D
GAR
ROCK WALL
ROCK PLANTER
CONC
GRASS
GRASS
26.23'
WOODS
1SFBUS
GRASS
PARKING
SOIL & GR
G
R
D
R
11' S
OIL
&
WILLIE FOUST
DB 3545 PG 882
N
A
D
8 3
N
SRS 2 0 0 7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
C
C
C
C
C
F
F
C
C
F
F
F
F
F
F
C
C
C
C
F
C
C
F F
F
F
C F
F
F
F
F
FC
C
C
F
C
C
C
C
C
F
C
C
C
C
Slope
Ditch
Front
Outlet
Pipe or Ditch
Scour Hole (PSH)
Square Preformed
D
PSRM
MIN. 1' TUCK
WITH NATURAL GROUND
INSTALL LEVEL AND FLUSH
WITH GEOTEXTILE
LINER: CLASS B RIPRAP
Slope
Ditch
Front
Slope
Ditch
Front
-L- S
T
A
2
3
+
0
0
MAT
C
H
LIN
E
S
E
E
S
H
E
E
T
4
-L-
-
Y
2-
-Y2- STA 19+00
MATCHLINE SEE SHEET 6
PAVEMENT REMOVAL
-L- McLeansville Rd.
-
Y
2-
Freid
e
n
C
h
urc
h
R
d.
PI Sta 21+31.42
D
L = 1,488.91'
T = 838.14'
R = 1,300.00'
-L-
SE = 6%
DS = 50MPH
END BRIDGE
END APPROACH SLAB
BEGIN BRIDGE
BEGIN APPROACH SLAB
3
5
'

4
"
SKETCH SHOWING THE RELATIONSHIP OF THE BRIDGE TO THE PAVEMENT
12
'
12
'
12
'
12
'
TYPE-III
TYPE-III
TYPE-III
TYPE-III
12
'
12
'
-L-
2
5
+
0
0
2012 BUILD ADT
2035 BUILD ADT
McLEANSVILLE RD
ROAD
FRIEDEN CHURCH
McLEANSVILLE RD
ROAD
FRIEDEN CHURCH
6600 4700
1700
1400
200
3001000
1400
2000
7100
3100
10000
500
4002500
1300
TRAFFIC DIAGRAM
McLEANSVILLE RD AT FRIEDEN CHURCH RD
2
2
'
-L- McLeansville Rd.
18'(
4
'

M
I
N
.)
V
A
R
.
(
4
'

M
I
N
.)
V
A
R
.
TRACK
FUTURE
TRACK
FUTURE-L- Sta. 23+57.01+/-
-L- Sta. 23+74.48+/--L- Sta. 25+23.73+/-
-L- Sta. 25+37.93+/-
END BRIDGE
-L- Sta. 25+23.73+/-
END APPROACH SLAB
-L- Sta. 25+37.93+/-
BEGIN BRIDGE
-L- Sta. 23+74.48+/-
BEGIN APPROACH SLAB
-L- Sta. 23+57.01+/-
MAIN
SIDING
PAVED SHOULDER
CLOSURE DETAILS
SEE SHEET 2-E FOR CROSSING
SEE SHEET 11 FOR -Y2- PROFILE VIEW
NOTE: SEE SHEET 9 FOR -L- PROFILE VIEW
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
5
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D
C
N
PI Sta 34+42.71
D
L = 662.61'
T = 331.75'
R = 5,200.00'
2
5
3
0
PC Sta. 31+10.96
3
5
-L--Y2-
PI Sta 12+24.08
D
L = 378.47'
T = 189.86'
R = 1,900.00'
PI Sta 17+20.93
D
L = 185.49'
T = 93.16'
R = 800.00'
15
12'
12'
12'
12'
12'
12'
1
2'
1
2'1
2'
12'12'1
2'
+
7
8
.6
0
+
3
5
.4
0
+0.00
-Y2- Sta. 16+95.02
-L- Sta. 30+42.72 =
2
5
0'
U
NI
F
O
R
M
T
A
P
E
R
300' UNIFORM TAPER
TAPER
UNIFORM
300
' -L- Sta. 36+50.00
0
6
0
5
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
2
0
3
0
1
0
0
0
1
0
2
0
3
0
3
0
2
E
X
0
10
00
10
2
EX
0003
04 01
02
03
04
04
03
02
01
00
01
02
03 027
02
01
00
01
02
02
029 027
01
00
01
02
TYP
24'
+
2
0
.0
0
TYP
24'
+
3
8
.9
9
+
0
6
.0
0
TYP
24'
+21.00
T
Y
P
2
1'
T
Y
P
2
1'
+13.49
T
Y
P
2
1'+70.55
T
Y
P
2
1'
+19.41
-
Y
2-
10:1 TAPER
15
:1 TAPER
15
:1
TAPER
15:
1
TAP
ER
+77.50
END TAPER
END TAPER
+72.66
+55.08
BEGIN TAPER
GRAU 350
END PROJECT P-5204
12'
12'
4'
4'
4'
BEGIN CONSTRUCTION
-Y2- Sta. 12+00.00
12'12'
OBLITERATE
OBLITERATE
DS = 50MPH DS = 40MPH
SE = 4%SE = 3%
DS = 40MPH
SE = 6%
R=50'
R=50'
R=50'
R=50'
15:1 TAPER
15:1 TAPER
END TAPER
+55.61
END TAPER
+14.64
CAT1
TYPE
III
TYPE
III
T
Y
P
E
III
T
Y
P
E

III
-
L
-

P
T

S
t
a
. 2
7
+
8
2
.19
-Y2- PC Sta. 16+27.77
-Y2- PT Sta. 14+12.69
-Y2- POT Sta. 10+00.00
-Y2- PC Sta. 10+34.22
TIE TO MAIN TRACK
-L- Sta. 24+59.04+/-
8'
8'
4'
-Y2- PT Sta. 18+13.26
10
11
12 13
14
15
16
17
16
19
97.32 LT
+10.00
64.00 LT
+17.00
68.21 RT
+49.00
53.00 LT
+40.00
49.70 LT
+20.03
29.87 RT
+50.12
43.00 RT
+50.21
50.00 RT
+41.00
49.62 RT
+98.00 50.00 LT
+89.00
46.00 LT
+35.00
34.00 LT
+00.00
25.37 LT
+00.00
24.62 RT
+29.00
60.76 LT
+06.68
141.00 LT
+75.00
118.00 LT
+19.00 68.87 LT
+32.07
76.47 LT
88.00 LT
+36.50 72.28 LT
88.00 LT
+63.50
54.00 LT
+65.00
62.00 LT
+52.00
40.00 RT
+50.00
40.00 RT
+56.00
SEAL EXISTING WELL
NO ACCESS TO BE PROVIDED
134.44 RT
+19.26
274.77 RT
+35.76
285.90 RT
+23.09
114.16 RT
+53.45
149.84 RT
+71.72
163.03 RT
+78.10
92.15 RT
+66.34
93.57 RT
+05.92
65.58 LT
+29.91
60.12 LT
+25.13
68.87 LT
+32.0763.31 LT
+78.55
62.17 LT
+45.04
51.60 LT
+38.37
50.65 RT
+60.80
66.00 LT
+87.70
25.35 LT
+78.83
48.13 LT
+98.93
58.52 LT
+96.24
55.98 LT
+86.85
64.55 LT
74.98 LT
+84.94
64.13 LT
75.51 LT
+95.07
53.00 LT
+95.00
70.59 LT
+42.15
69.83 LT
+52.00
59.87 LT
+51.24
48.45 RT
+46.11
65.83 RT
+66.92
58.17 RT
+73.43
47.80 RT
+60.97
40.17 RT
+22.41
97.11 LT
+58.37
0504
0505
15"
15"
0506
0507
18"
0508 0509
15"15
"
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 18+00 TO -Y2- STA. 22+50 (LT)
FROM -L- STA. 33+00 TO -L- STA. 34+00 (LT)
DETAIL J
Min. D= 1.0 Ft.
Ground
Natural
EST 9 SY FF
CLASS B RIP RAP
EST 4 TONS
15"
0511
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL H
SPECIAL CUT DITCH
SEE DETAIL J
SPECIAL CUT DITCH
SEE DETAIL J
SPECIAL CUT DITCH
0501
0502
0503
0510
EST 20 SY FF
CLASS B RIP RAP
EST 7 TONS
2GI
ELB
RETAIN
R
E
T
A
I
N
RETAIN
REMOVE
REMOVE
R
E
M
O
V
E
R
E
M
O
V
E
E
S
T
4
7
S
Y
F
F
C
L
A
S
S
B
RI
P
R
A
P
E
S
T
4
2
T
O
N
S
SBG
R
EM
O
V
E
FLOWABLE MAT'L
FILL WITH
15
"
15" PIPE ELBOW
AA
W
PLAN VIEW
SECTION A-A
(4'min typ.)
Permanent Soil Reinforcement
matting (PSRM)
Seed with native
grasses at installation.
PREFORMED SCOUR HOLE
STA. 28+50 -L- LT
*NOT TO SCALE
B
FI
L
L
S
L
O
P
E
2:1
2:
1
PIPE (d = 15")
INFLOW
3/08
W= 4.0'
D= 1.0'
B= 3.0'
not shown for clarity)
(Rip Rap in basin
GROUND
NATURAL
EST 8 SY FF
CLASS B RIP RAP
EST 3.5 TONS
SCOUR HOLE
6:1
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 33+50 TO -L- STA. 36+00 (LT)
DETAIL K
Min. D= 1.0 Ft.
Ground
NaturalCOLLAR
PIPE
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 12+50 TO -Y2- STA. 15+50 (LT)
DETAIL H
Min. D= 1.0 Ft.
Ground
Natural
DI
SEE DETAIL K
SPECIAL CUT DITCH
v
v
v
v v
v v
PB 4 PG 174
PB 4 PG 174
ROBERT STONE
DB 3804 PG 149
GAIL MOSELEY
DB 6394 PG 550
E
IP
E
IP
E
IP
15
0
.18'
200.00'
15
6
.7
4'
E
XI
S
TI
N
G
R
R
R/
W
E
XIS
TI
N
G
R
R
R/
W
17
8
.9
1'
6
0
.0
0
'
BM#1 ELEVATION = 748.09'
N 858256 E 1805739
RR SPIKE IN BASE OF POWER POLE
TT
6
0
" C
O
N
C
S
24" CONC
G
R
S
S
WI
T
C
H
S
2
9
MI
L
E
M
A
R
K
E
R
#
8
S
Y4807F-1
-BY3-140
1.5
' CONC C & G
15" RCP
65
W
B
L
K
W
W
D
S
S
O
I
L
&
G
R

D
R
58
15" RCP
57
15" RCP
15"
R
C
P
PAVED DR
PAVE
D PARKING
5' P
A
VE
D
W
AL
K
M
ULC
H PL
A
NTER
M
ULC
H PL
A
NTER
M
ULC
H PL
A
NTER
M
ULC
H PL
A
NTER
4' CONC WALK
PAVED DR
4' CONC
WALK 6' CHL
11' SOIL & GR DR
15' SOIL & GR DR
12" C
MP
GRASS
12' SOIL & GR DR
12' SOIL & GR DR (C
O
M
M
U
NIT
Y
CE
NTER)
1 S
B
K BL
D
G
WOODS
CONC
C
O
N
C
GRASS
GR
ASS
G
R
A
VEL P
A
R
KIN
G
8"
P
V
C
C
O
N
C
C
O
N
C
G
E
N
E
R
A
T
O
R
C
O
N
C
W/
4'
C
O
N
C
W
A
L
KC
O
N
C
S
H
E
D
P
A
V
E
D
P
A
R
KI
N
G
W/
A/
G
F
U
E
L
T
A
N
K
C
O
N
C
P
A
D
G
U
A
R
D
P
O
S
T
M
T
L
10
8
6'
C
H
L
W/
3
S
B
W
U/
G
S
OI
L
C
O
N
T
A
MI
N
A
TI
O
N
S
A
M
P
L
E
W
E
L
L
S
F
O
R
U/
G
S
OI
L
C
O
N
T
A
MI
N
A
TI
O
N
S
A
M
P
L
E
W
E
L
L
S
F
O
R
U/
G
H
E
A
TI
N
G
OI
L
T
A
N
K
S
P
O
U
T
M
T
L
S
W
3'
W
D
WD FIREHOSE RACK
10
6
W/
L
T
10
7
L
T
P
O
L
E
A
B
A
N
D
101W/
L
T
71
G
R
A
S
S
WOODS
PASTURE
4'
4
S
B
W
7
0
W
GRASS
1
5
"
R
C
P
11' SOIL & GR DR
6
8
W/
L
T
M
T
L
L
T
P
A
V
E
D
D
R
PAVED DR
6
7
FO BOX
BLDG PERMIT BOX
P
V
C

S
5
6
5
5
F
A
L
L
O
W
69
1
5
"
R
C
P
DECK
WD CONC
PAVED DR
CONC WALK
PAVED PARKING
C
O
N
C
GRASS
SOIL & GR PARKING
51
50
15" RCP
10"
T
C
15
"

R
C
P
15" RCP
DI
BL STATION 18+71.76 74.17' LEFT
W
18
"
R
C
P
S
H
E
D
P
R
5
P
R
15
P
R
17
T
N7
T
N
6
N 23°33'16" W61.85'
JOHN CLAPP JR.
GUILFORD COUNTY BOARD OF EDUCATION
DB 1521 PG 285
DB 4503 PG 1972
DB 5096 PG 1862
DB 1187 PG 586
COMMUNITY BUILDING
MCLEANSVILLE
N 44°31'46" E
100.00'
PAUL BOONE JR.
DB 7328 PG 123
DB 3229 PG 671
DB 7377 PG 691
DB 4526 PG 1990
CHARLES TERRY
DEBORAH HINES
DB 7130 PG 1585
S
5
5
°
5
1'
1
8
"
W
2
5
7.
5
8'
S 71°45'08" W122.46'
DEPARTMENT
MCLEANSVILLE FIRE
PAUL BOONE JR.
DB 7328 PG 123
DB 2646 PG 456
MCLEANSVILLE SHOPPING CENTER CORP
N

8
7
°4
6
'5
4
" W
3
0
7
.2
3
'
N 50°38'14" W192.99'
N 50°38'14" W190.89'
N 25°46'27" W
232.66'
S 38°16'02" E128.35'
S 45°00'59" E240.21'
S 45°22'41" E226.33'
N
4
8°5
5'5
4"
E
10
4.2
0'
N
5
5
°
3
3'
4
1"
E
5
9.
8
9'
S
4
9°4
8'3
0"
W
9
0.6
4'
S
5
4
°
1
7'
5
0
"
W
7
5.
2
2'
N
5
1°
5
2'
4
3
"
E
15
5.
3
9'
S 45°10'50" E
EIPEIP
N 51°52'43" E4.43'
EIP
EIP
EIP
EIP
E
I
P
EI
P
EI
P
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
MONCORRIDORNCRR
MONCORRIDORNCRR
RAILROAD COMPANY
NORTH CAROLINA
DB 65 PG 351
RAILROAD COMPANYNORTH CAROLINA
DB 65 PG 351
7
5
.
0
0
'
6
0
.
0
0
'
50.00'
E
XIS
TI
N
G
R/
W
E
XIS
TI
N
G
R/
W
DI
DIDI
L
T
L
T
E
N
D

B
U
R
R
IE
D
L
T
B
A
R
N
18
" C
MP
1 S

F

D
B
O
X
WA
T
E
R
2
4
" C
O
N
C
S
IG
R
/
R
S
IG
R
/
R
10
'

G
R

D
R
2
2
' B
S
T
C
ON
C
C
A
N
M
T
L
TIES INC.
WILLIAMS FAMILY
N
O
R
F
O
L
K
S
O
U
T
H
E
R
N/
N
C
R
R
R
R
-BY1-101
-Y1- Sta. 11+97.83
-L- Sta. 24+76.26
-L- Sta. 30+81.11
TT
1
3
4
64
66
103
102
72
7
0
5
5
bb
d
c
n
a
I
a
IHb
I
H
b
a
a
IH
b
a
I
aIc
b
|
HH
H
H
HH
b
T
P
E
-
ME
T
E
R
4
"
P
N
G
4
"

P
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4" PNG
P
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(FO) MCI
(FO) MCI
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AT&T
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AT&T
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AT&T
A
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A
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&
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A
T
&
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AT&T
4"
BLOW OFF
RUNNING TO SMH ACROSS STREET
CATV STRUCTURE WITH 4" PVC DRAIN
NOTE: 2" BLOW OFF CONTAINED IN
8
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C
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8"
C
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A
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4"
P
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4" PNG
4" P
N
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PNG
PNG
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B
O
X
S
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N
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L
R
R
P
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(FO) MCI
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PNG
S
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A
L
R
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N
A
L
R
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(
A
A
T
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R)
(
A
A
T
U
R)
(
A
A
T
U
R)
(
A
AT
UR)
8" (VC PER RECORD) COG
8" OUT (S) = 752.1'
8" IN (E) = 752.2'
8" IN (N) = 752.1'
RIM ELEV. = 761.53'
SAN. MANHOLE 4-2
8
"

C
O
G
(
V
C

P
E
R

R
E
C
O
R
D
)
8" (VC PER RECORD) COG
8" OUT (S) = 750.0'
8" IN (N) = 750.1'
RIM ELEV. = 760.55'
SAN. MANHOLE 4-4
8" (VC PER RECORD)
8" OUT (SW) = 749.0'
8" IN (SE) = 756.7'
8" IN (NE) = 749.2'
RIM ELEV. = 762.40'
SAN. MANHOLE 3-1
d
8" (
V
C
P
E
R
R
E
C
O
R
D)
C
O
G
8" OUT (SW) = 746.4'
8" IN (NE) = 746.4'
RIM ELEV. = 758.07'
SAN. MANHOLE 3-2
MANHOLE INACCESIBLE
SANITARY SEWER
8" (V
C PE
R
RE
C
O
R
D) C
O
G
8" OUT (S
W) = 744.6'
8" IN (NE) = 744.7'RI
M ELEV. = 755.55'
SAN.
MANHOLE 3-3
OFF 17.38' LT
OFF 76.94' RT
OFF 33.54' LT
MCLEANSVILLE ROAD (SR 2819)
MCLEANSVILLE ROAD (SR 2819)24' BST
F
RIE
D
E
N
C
H
U
R
C
H
R
D 18' BS
T
22' BST
1
S

B
K
B
U
S
WOODS
GRASS
WAREHOUSE
1 S MTL
WD LOADING DOCK 1 S BK BUS WELL
MH
1 S BK BUS
WELL
AT&T
WOODS
PAVED PARKING
PAVED DR
AT&T
AT&T MON
CONC
RIP RAP
TREE LINE
GRASSTREE LINE
WOODS
WD DECK
GRASS
PIPING FOUND
NO ASSOCIATED
GM
1 S BLK BUS
BLK W
CONC PARKING
PAVED PARKING
1 S BK FIRESTATION
22' PAVED DR
BL MARQUEE
FLAG POLE
8" PVC
GRASS
GRASS
1SFD
GRASS
GRASS
MTL S
W/ LT
AT&T GRASS
15" RCP
PARKING
PAVED
GRASS
CONC
CONCCONC
1 S F D
1 S F D
1 1/2 S F D
GAR
DB 4826 PG 979
JOHN PAUL JONES
WD POST
1 S BK SCHOOL
TANK SPOUT
AROUND U/G OIL
MTL GUARD POST
(S
R 2746)
FIRESTATION ENTRANCE.
CASING PIPE UNDER
140' OF 24" STEEL
CANOPY
W/
WD SIGN
NAD
8
3
N
SRS
2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F
F
F
F
F
C
C F
C
C
C
C
C
F
F
C
C
C
F
C
F
C
C
C
C
C
F
F
C
C
F
F
Slope
Ditch
Front
-Y2-
-
Y
2
-

S
T
A

1
9
+
0
0
M
A
T
C
H
L
I
N
E

S
E
E

S
H
E
E
T

5
NOTE: SEE SHEET 11 FOR -Y2- PROFILE VIEW
PAVEMENT REMOVAL
-Y2- Freiden Church Rd.
2
2
'
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
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0
6
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
-Y2-
2
0 2
5
12'
12'
12'
+
7
5
.3
0
250' UNIFORM TAPER
0
2
0
3
0
4
0
2
0
3
E
X
TYP
21'
+
3
7
.0
0
12'
12'
END CONSTRUCTION
-Y2- Sta. 23+00.00
-
Y2
-

P
O
T

S
t
a
. 2
6
+
9
3
.5
9
20'15'
19
29.38 LT
+00.00
46.09 RT
+00.00
54.00 RT
+50.00
46.68 RT
+00.00 45.83 LT
+12.00
65.00 LT
+12.00
70.00 LT
+05.00
45.61 LT
+05.00
15
65.47 LT
75.03 LT
+41.34
65.17 LT
75.32 LT
+53.93
29.94 LT
37.27 LT
+36.25
32
54.00 RT
+50.00
50.00 LT
+00.00
4
8
.4
5

RT
+
4
6
.11
5
8
.17

RT
+
7
3
.4
3
4
7
.8
0

RT
+
6
0
.9
7
56.77 LT
+99.14
76.00 LT
+00.00
50.31 LT
+10.82
0602
0603
15"
15"
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 19+50 TO -Y2- STA. 22+50 (RT)
FROM -Y2- STA. 18+00 TO -Y2- STA. 22+50 (LT)
DETAIL L
Min. D= 1 Ft.
Ground
Natural
SEE
D
ETAIL
J
SPEC
IAL C
U
T
D
ITC
H
SEE DETAIL L
SPECIAL CUT DITCH
SEE DETAIL L
SPECIAL CUT DITCH
REMOVE
REMOVE
RETAIN
15"
0601
SEE
D
ETAIL
K
SPEC
IAL C
U
T
D
ITC
H
vv
v
v
v
v
v
v
N

8
5
8
2
5
6

E

18
0
5
7
3
9
R
R

S
P
IK
E

IN

B
A
S
E

O
F

P
O
WE
R

P
O
L
E
WD S
BLK W
WD S
SOIL & GR DR
5
9
CONC
CONC
54
WD SIGN
SOIL & GR DR
10
0
W/ L
T
W/ LT
15" RCP
GRASS
99
GRASS
98
12" RCP
10
'S
OIL & GR
DR
WOODS
FLOWER GARDEN
FALLOW
53
15" CMP15" RCP
SOIL & GR PARKING
52W
12' SOIL & GR DR
18
"

R
C
P
18
"
R
C
P
B
L

S
T
A
T
IO
N

18
+
7
1.7
6

7
4
.17
' L
E
F
T
TN
8
DEBORAH HINES
DB 7130 PG 1585
MCLEANSVILLE SHOPPING CENTER CORP
DB 2646 PG 456
MC
L
E
A
N
S
V
IL
L
E

S
H
O
P
P
IN
G

C
E
N
T
E
R

C
O
R
P
S 65°21'13" W
147.00'
S 65°21'13" W
148.00'
N

2
3
°
3
6
'
0
7
"

W
2
6
5
.
3
8
'
CHRISTOPHER WALSH
DB 6982 PG 1198
EIP
EIP
EIP
N

2
4
°
5
7
'
5
9
"

W
2
7
2
.
5
2
'
EXISTING R/W
EXISTING R/W
MCLEANSVILLE CORPORATION
DB 1940 PG 681
TO GIBSONVILLE
1
S
B
K
B
U
S
LT LT
LT LT
M
TL
S
S
W/
LT
PO
W
ER
B
O
X
G
R
A
SS
LT
LT
P
O
WE
R

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4" PNG 4" PNG
P
N
G
P
N
G
P
N
G
P
N
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N
G
PNG
DUKE ENERGY
DUKE ENERGY
T
WC
T
W
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TWC
AT&T
AT&T
A
T
&
T
AT&T
AT&T
AT&T
AT&T
AT&T
AT&T
8
" O
U
T

(S
) =

7
5
2
.1'
8
" IN

(E
) =

7
5
2
.2
'
8
" IN

(N
) =
7
5
2
.1'
R
IM
E
L
E
V
. =
7
6
1.5
3
'
S
A
N
. MA
NHO
L
E

4
-
2
(VC
PER
RECORD)
8" (VC
PER RECORD) COG
8
" O
U
T

(S
) =

7
5
0
.0
'
8
" IN

(N
) =

7
5
0
.1'
R
IM
E
L
E
V
. =

7
6
0
.5
5
'
S
A
N
. MA
N
H
O
L
E

4
-
4
FRIEDEN CHURCH RD 22' BST
PAVED PARKING
PAVED PARKING
40' PAVED DR
1 S BK BUS
1 S BK BUS
WOODS CULTIVATED
WOODS
GRASS
GRASS
(SR 2746)
8" OUT (SW) = 752.9'
8" IN (E) = 753.0'
RIM ELEV. = 761.13'
SAN. MANHOLE 4-3
UNDER DUMPSTER - INACCESIBLE
SANITARY SEWER MANHOLE
APPROXIMATE LOCATION OF
N
AD
8
3
N
S
RS
2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
C
C
C
C
C
C
F
F
Geotextile
Slope
Ditch
Front
Slope
Ditch
Front
Slope
Ditch
Front
Slope
Fill
TO BYPASS CONVEYANCE
DRAWDOWN SYSTEM OUTLET
CONCRETE MASONRY UNIT)
WEIR AND ENDWALL (OR 8"
6" REINFORCED CONCRETE
(SEE NOTE 8)
4" CONCRETE TROUGH
SYSTEM
OPTIONAL DRAWDOWN
CONCRETE FOOTER
6" REINFORCED
NATURAL GROUND
CONCRETE MASONRY UNIT)
WEIR AND ENDWALL (OR 8"
6" REINFORCED CONCRETE
IN ON ALL SIDES
(PSRM). MIN. 1ft KEY
REINFORCED MAT
PERMANENT SOIL
TOP OF LEVEL SPREADER WEIR
4"
END WALL
Slope
Ditch
Front
-Y
1-
-
Y
1
-

S
T
A

1
3
+
0
0
M
A
T
C
H
L
I
N
E

S
E
E

S
H
E
E
T

4
SEE SHEET 11 FOR -Y3- PROFILE VIEW
NOTE: SEE SHEET 10 FOR -Y1- PROFILE VIEW
PAVEMENT REMOVAL
-
Y
1-
B
et
hel
C
hur
ch
R
d.
-Y3- Hines Andrews Rd.
26'
18
'
2012 BUILD ADT
2035 BUILD ADT
ROAD
BETHEL CHURCH
ROAD
BETHEL CHURCH
100*
2400
2400
100*
100*
2300
4400
100*
4400
100*
100*
4300
TRAFFIC DIAGRAM
HINES ANDREWS RD AT BETHEL CHURCH RD
ROAD
HINES ANDREWS
ESTIMATED USING ITE TRIP GENERATION MANUAL
* TRAFFIC VOLUME NOT IN NCDOT FORECAST.
DRAIN
GRADE TO
PAVED SHOULDER
D
C
N
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
7
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
-
Y
3
-

S
T
A

1
5
+
5
0
S
E
E

S
H
E
E
T

8
A
M
A
T
C
H
L
I
N
E
MATCHLINE SEE SHEET 8
PI Sta 21+40.90
D
L = 784.32'
T = 459.54'
R = 600.00'
15
20
25
PI Sta 11+57.98
D
L = 290.83'
T = 157.98'
R = 300.00'
-Y1-
-Y3-
-Y
1-
-Y3-
12'12'
9'9'
12'
12'
-Y3- PC Sta. 10+00.00
-Y1- Sta. 20+15.96
E
X
0
3
0
4
0
50
6
060504
03
046054
05
04
03
02
01
00
01
02
03
04
05
06
E X
0
6
0
5
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
2
0
1
0
0
0
1
+
7
0
.6
4
TYP
21'
+
3
8
.5
7
TYP
21'
+14.43
T
Y
P
2
1'
+9.27TYP19'
+
7
7
.
5
0 TYP
19'
GRAU 350
GRAU 350
GRAU 350
5
:1
TAPER
15:1 TAPER
+62.58
+52.69
END TAPER
END TAPER
-Y3- STA 12+93.29
OBLITERATE
SE = 6%
DS = 40MPH
SE = 6%
DS = 40MPH
T
A
P
E
R
S
H
L
D
2
5'
R=50'
R=50'
BEGIN RESURFACING
END FULL DEPTH CONSTRUCTION
-Y3- STA 13+80.00
END CONSTRUCTION
R=50'
-Y5- POT Sta. 12+31.08
-Y5- PT Sta. 10+95.58
-Y3- POT Sta. 13+97.27
-Y3- PT Sta. 12+90.83
-Y1- PT Sta. 24+65.68
-Y1- POT Sta. 26+87.43
END CONSTRUCTION
8'
8'
2'2'-Y1- PC Sta. 16+81.37
+28.64
BEGIN SBG
THEODORE ANDERSON
PB 73 PG 316
ANNIE BROWN
DB 686 PG 203
200.00'
E
X
IS
T
IN
G

R
/
W
E
X
IS
T
IN
G

R
/
W
B
E
T
H
E
L

C
H
U
R
C
H

R
O
A
D

(
S
R

2
9
3
0
)
HINES ANDREWS ROAD (SR 2858)
EIP
206.03'
220.04'
60.00'
T
T
T
S
1819
20
21
23
46
4
S
B
W
7
5
7
6
8
0
GRASS
GRASS
WOODS
W
D

H
W
12" C
MPO
VERFL
O
W PIPE
3SBW
3
S
B
W
3SBW
C
O
N
C

W
A
L
K
CONC
C
O
N
C

W
A
L
K
11' SOIL & GR DR
B
K

H
W
B
K

H
W
1
2
"

R
C
P
6
'

C
H
L
C
O
N
C
W
A
L
K
W
D

D
E
C
K
DOG LOT
12
"

R
C
P
W
D

H
W
W
D

H
W
S

0
1°
0
2
'
0
1"

W
2
5
2
.
2
1'
S

0
4
°
2
2
'
3
1"

W
7
5
8
.
4
4
'
N

0
1°
5
9
'
5
6
"

E
9
8
.
14
'
13
0
.
9
6
'
N 88°28'04" W
239.00'
S 88°28'22" E
234.72'
S 87°02'57" E
223.41'
S 88°30'44" E
223.30'S

8
8
°
3
0
'
4
4
"

E
3
.
9
5
'
S

8
7
°
0
2
'
5
7
"

E
3
.
6
9
'
CLARA COBB REVOCABLE LIVING TRUST
DB 5675 PG 1995
DB 3056 PG 944
STEVEN COBB
S 88°32'46" E
472.90'
E
I
P
E
I
P
E
I
P
E
I
P
DB 6862 PG 262
E
I
P
S
E
ART
H
DAM
DB 2397 PG 648
NORTH JEFFERSON, INC.
REVOCABLE LIVING TRUST
TRUSTEES OFSUSAN C COBB
RALPH AND SUSAN COBB
1 S BK D
(ABAND)1 S F D
B
S
T
T
21
7
5
7
6
7
7
b
b
b
A
T
&
T
A
T
&
T
AT&T
A
T
&
T

(
A
A
T
U
R
)
A
T
&
T

(
A
A
T
U
R
)
A
T
&
T

(
A
A
T
U
R
)
A
T
&
T
(
S
R
2
9
3
0
)
R
O
A
D
B
E
T
H
E
L
C
H
U
R
C
H
OFF -17.00
-Y1- Sta. 26+52.27
-BY2-136
OFF -19.16
-Y3- Sta. 10+60.38
-BY2-123
18' BST
DB 7085 PG 1236
MELINDA COLEMAN
ANNIE BROWN
DB 686 PG 203
ANNIE BROWN
DB 686 PG 203
DB 5675 PG 1995
REVOCABLE LIVING TRUST
CLARA COBB
GRASS
GRASS
POND
PVC PIPE
WOODS
GRASS
WOODS
1 S BK D
GRASS
LID
TANK
SEPTIC
BLK W
GAR
BARN
GRASS
WOODS
DB 7085 PG 1236
MELINDA COLEMAN
24' BST
WILLIE FOUST
DB 3545 PG 882
0701
0702
0703
24"
1
8"
1
8
"
1
8
"
0704
0705
SEE DETAIL N
SLOPE PROTECTION
( Not to Scale)
TOE PROTECTION
d
FROM -Y1- STA. 14+75 TO STA. 17+27
Fill Slope2:1 or Flatter
Fill
Sl
o
p
e
2:
1
or
Flatter
DETAIL N
d= 2.0 Ft.
Type of Liner= CLASS B Rip-Rap
EST 10 SY FF
CLASS B RIP RAP
EST 3 TONS
Flatter4:1 or
D
1
2:
1
( Not to Scale)
SPECIAL CUT DITCH
-Y1- STA. 24+00 (LT)
DETAIL R
Min. D= 1.0 Ft.
Ground
Natural
Flatter4:1 or
D
4:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 24+50 TO -Y1- STA. 26+50 (LT)
DETAIL S
Min. D= 1.0 Ft.
Ground
Natural
EST 40 SY FF
CLASS B RIP RAP
EST 30 TONS
SEE DETAIL O
SPECIAL CUT DITCH
SEE DETAIL O
SPECIAL CUT DITCH
SEE DETAIL O
SPECIAL CUT DITCH
SEE DETAIL P
LATERAL 'V' DITCH
SEE DETAIL P
LATERAL 'V' DITCH
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 18+50 TO -Y1- STA. 20+63 (RT)
FROM -Y1- STA. 20+61 TO -Y1- STA. 21+00 (LT)
DETAIL Q
Min. D= 1.0 Ft.
Ground
Natural
SEE DETAIL Q
SPECIAL CUT DITCH
SEE DETAIL R
SPECIAL CUT DITCH
SEE DETAIL S
SPECIAL CUT DITCH
R
E
M
O
V
E
R
E
M
O
V
E
0706
0708
4
2
"
-
I
V
EST 130 SY FF
CLASS B RIP RAP
EST 125 TONS
2GI
2GI 2GI
MH
EST 75 SY FF
CLASS B RIP RAP
EST 72 TONS
LEVEL SPREADER FOREBAY
LATERAL 'V' DITCH
( Not to Scale)
D
3:
1 3:1
b
1"/Ft.
FROM -Y1- STA. 20+63 TO -Y1- STA. 22+00 (RT)
FROM -Y1- STA. 21+26 TO -Y1- STA. 23+67 (LT)
b= 5.0 Ft.
Min. D= 2.0 Ft.
DETAIL P
Ground
Natural
SEE DETAIL M
LEVEL SPREADER
EST 36 SY FF
CLASS B RIP RAP
EST 25 TONS
GRADE TO DRAIN
0709
0710
*NOT TO SCALE
DETAIL M
FROM STA. 17+70 TO STA. 19+00 -Y1- RT
TB
TB
B
U
F
F
E
R

Z
O
N
E

1
S
TR
E
A
M
20'30'
A A
B
B
1.0'
B
U
F
F
E
R

Z
O
N
E

2
3' min
8"
(
1
3
'

M
IN
.
)
L
(3
'

M
IN
.
)

B
2
FLOW
(3' MIN.)
1.0' MIN.
1' MIN.
3' MIN.
Z
O
N
E

2
B
U
F
F
E
R
INSET
1.0'
8"
4"
18"
(see note 3) 4:1*
D
(
1'

M
IN
.
)
B1 (3' MIN.)
(NOT SHOWN)
RECOMMENDED
OPTIONAL FOREBAY
17+50 -Y1- RT
-
-
-
-
-
-
130
-
-
-
-
-
--
-
-
-
-
-
1.0 3.0
-
-
-
-
-
-
-
-
-
-
-
-
-
728.0
-
-
-
-
-
-
CONFIGURATION
STRUCTURE AND INLET
SEE PLANS FOR BYPASS
GROUND
NATURAL
6" REINFORCED CONCRETE FOOTER
L D B1 B2LOCATION (APPROX.)
WIER ELEV.
DIMENSIONS
FIELD CONDITIONS. DIMENSIONS SHOULD NOT VARY.
NOTE: WEIR ELEVETIONS MAY BE ADJUSTED BASED ON ACTUAL
6" REINFORCED CONCRETE FOOTER
TROUGH
SECTION-BB
SECTION-AA
w/VEGETATED TROUGH
LEVEL SPREADER
PLAN

8) FOR THE FOOTING ITSELF THE REINFORCING SHALL BE 2 #5 BARS @ 12" CENTERS.
THE LENGTH OF THE WALL SHALL BE BENT AND EXTENDED INTO THE WALLS BY 1'-4" TYPICAL.
7) AT THE CORNERS OF THE CONNECTING WALL STEMS, THE #4 @ 12" CENTER REBARS ALONG
ALTERNATING PATTERN.
6) THE BENT REBAR AT THE ENDS OF THE #4 @ 18" BARS SHALL BE PLACED IN A
STEM AND #4 BARS @18" CENTERS FOR THE HEIGHT OF THE WALL
5) THE REINFORCING SHALL BE #4 BARS @ 12" CENTERS ALONG THE LENGTH OF THE WALL
BASED ON SITE CONDITIONS.
4) OPTIONAL DRAWDOWN SYSTEM TO BE DESIGNED AND DETAILED BY ENGINEER
IN COASTAL PLAIN.
A SLOPE OF 2:1 OR FLATTER IN PEIDMONT AND MOUNTAINS AND 3:1 OR FLATTER
3) TROUGH SHOULD TRANSISTION SMOOTHLY INTO EXISTING GROUND AND HAVE
2) LENGTH AND FLOW CAPACITY OF LEVEL SPREADER TO BE DETERMINED BY ENGINEER.
VEGETATION COVER.
1) PORTIONS OF THE LEVEL SPREADER TROUGH CAN BE LINED WITH NATIVE OR APPROVED
NOTES:
15
"
15"15"
15
"
SBG
SBG SBG
0707
Flatter4:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y3- STA. 10+48 TO -Y3- STA. 12+00 (RT)
FROM -Y3- STA. 10+32 TO -Y3- STA. 12+00 (LT)
FROM -Y1- STA. 19+00 TO -Y1- STA. 20+00 (LT)
DETAIL O
Min. D= 1.0 Ft.
Ground
Natural
EST 72 SY FF
EST 70 TONS CL B RIP RAP
SEE DETAIL N
SLOPE PROTECTION
20
4
20
20
21
22
23
30.39 LT
+87.43
70.44 LT
+78.57
35.00 LT
+50.26
116.88 RT
+84.49
116.67 RT
+18.55
45.00 LT
+95.00
85.58 RT
+75.73 133.81 RT
+16.91
80.00 LT
+00.00
68.00 LT
+60.00 -Y1-
79.09 RT
+61.67
45.00 RT
+05.00
50.00 RT
+50.00
50.00 RT
+50.00
56.00 LT
+75.00
115.06 LT
+84.00
100.53 RT
+22.00
111.84 RT
+07.47
98.65 RT
+44.50
65.16 RT
+96.86
79.56 RT
+12.32
56.26 RT
+20.02
171.07 RT
+69.05
168.77 RT
+43.00
66.87 RT
+17.39
66.93 RT
+85.09
4
PL
+30.00
PL
+71.48
105.00 RT
+00.00
100.00 RT
+10.00
PL+67.78-Y1-
45.00 RT
+00.00
30.00 LT
48.80 LT
+99.90
30.00 LT
48.80 LT
+09.90
46.73 RT
+35.78
34.13 RT
30.00 RT
+05.00
29
3031
80.00 RT
+60.00
29.61 RT
+87.43
77.71 RT
+75.73
71.72 RT
+16.91
362.73 RT
+97.95
355.12 RT
+70.63
200.39 RT
+64.61
92.09 LT
+69.27
96.04 LT
+43.12
98.05 LT
+80.11
72.76 LT
+04.18
101.29 LT
+72.00
89.06 LT
+80.86
88.33 RT
+85.32 51.04 RT
+08.18
68.47 LT
80.00 LT
+75.00
81.00 RT
+16.91
N
A
D

8
3
N
S
R
S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F
F
C
C
C
C
F
C
F
C
F
C
C
C
C
F
F
F
F
D
C
N
2
9
-
O
C
T
-
2
0
13

17
:
4
1
O
:
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T
r
a
n
s
p
o
r
t
a
t
i
o
n
\
R
o
a
d
w
a
y
\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
h
0
8
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8P-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
MATCHLINE SEE SHEET 7
NOTE:SEE SHEET 13 FOR -SR1- PROFILE VIEW
P
I

S
t
a
.

19
+
7
1.
6
2
PC Sta. 10+13.70
POT Sta. 10+00.00
PI Sta 10+30.25
L = 31.96'
T = 16.55'
R = 50.00'
D
-SR1-
PT Sta. 10+45.66
2
0
'
40'
R=10'
9'9'
R=15'
R=30'
Sta. 10+15.39
BEGIN CONSTRUCTION
-
S
R
1
-
POT Sta. 12+59.33
Sta. 12+49.33
END CONSTRUCTION
R/R IRON
EIP AXLE
20' UTILITY EASEMENT
158.73'
151.27'
JOHN BOODY, JR.
DB 6900 PG 796
PB 73 PG 316
HARRY BOODY
DB 3118 PG 788
PB 73 PG 316
5
6
.
2
2
'
EIP
EIP
EIP
EIP 219.99'
2
0
9
.
9
4
'
EIP
EUGENE BROWN
DB 2450 PG 34
J. E. BROWN
DB 2064 PG 152
ANNIE BROWN
DB 686 PG 203
ANNIE BROWN
DB 4044 PG 311
EIP
EIP
EIP
EIP
ANGLE IRON
EIP
DB 4335 PG 881
SIDNEY HARRELL
PB 4 PG 174
DB 3172 PG 216
CATHY JUSTICE
PB 4 PG 174
DB 3172 PG 216
CATHY JUSTICE
PB 4 PG 174
DB 3680 PG 1352
JERRY KING
P
B 4 P
G 174
172.36'130.00'
4
8
5
.
7
7
'
6
3
3
.
7
6
'
5.09'
EXISTING R/W
EXISTING R/W
6
0
.
0
0
'
2
3
1.
9
4
'
18
3
.
0
6
'
18
4
.
9
4
'
4
2
0
.
9
5
'
17
5
.
6
0
'
16
5
.
6
3
'
332.30'
2
0
4
.
7
8
'
EIP
17
0
.
0
9
'
T
T
T
T
36" RCP
15
"

R
C
P
15"
CM
P
15" RCP
INV=741.31'
INV=741.60'
CUL1 CUL2
CE1HW1
CONC HW
CONC HW
APPROXIMATE U/G JUNCTION
CULVERT #1 2'X2' CONC
N/A
N/A
N/A
FOR PIPE SIZE
SEE TYPICAL SECTION
4
8
"

W
W
CAN
MTL
1SFD
10
'

G
R
3SBW
3
S
B
W
12" RCP
1SFD
10
'
B
S
T
S
CAN
MTL
S
S
S
S
1SBKD
3
6
" C
O
N
C
8'

C
O
N
C
4
8
"

C
H
L
CONC
G
1SBKD
4
S
B
W
8' SOIL
12' GR
3
6
"

C
O
N
C
1SBKD
S
G
4
8
"

W
D
S
H
T
R
S
8
'

B
S
T
3
S
B
W
4
S
B
W
10
'

S
O
I
L
CARPORT
8
'

G
R
VINEYARD
CANOPY
MTL
13
14
15
16
W/LT
17 24
25
26
27
28
29
WOODS
WOODS
WOODS
WOODS
30
PLANTER
CONC
DOG LOT
WOOD DECK
WOOD
DECK
ROCK
WALK
WALL
BLK
WALL
BLK
CONC
N

0
3
°
2
6
'
4
7
"

W
3
6
5
.
4
1'
S

0
3
°
2
2
'
0
7
"

E
3
6
6
.
11'
S

0
3
°
2
1'
3
8
"

E
3
10
.
6
2
'
1•SFD
1SFD
1SFD
B
B
S S
S
S
48" WW
T
T
T
T
13
14
15
25
26
27
28
29
A
T
&
T
AT&T (AATUR)
AT&T
20' BST
-BL-104
-BL-105
JERRY KING
DB 3680 PG 1352
MARK WILSON
DB 6110 PG 1589
DB 3290 PG 816
THOMAS BLACK
-BL-103
-SR1- 10+25.09
14.92 RT
3
0"
REM
O
VE
0801
EST 35 SY FF
CLASS B RIP RAP
EST 30 TONS
24
25
26
25.00 LT
+59.33
PL
+59.33
25.00 RT
+46.56
PL
+23.17
PL
+22.13
PL
+19.00
PL
+72.00
40.00 RT
+86.00
N
A
D

8
3
N
S
R
S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F
F
24
25
26
28
HARRY BOODY JR.
DB 5203 PG 1140
KIMBERLY FUQUAY
DB 3699 PG 1758
DEAN WILLIAMS
DB 6160 PG 715
FUQUAY
KIMBERLY AND TOOD
DB 7147 PG 1567
PB 73 PG 316
BONNIE WILLIAMS
DB 2960 PG 373
PB 73 PG 316
BONNIE WILLIAMS
DB 4241 PG 828
PB 73 PG 316
TERESA PINNIX
DB 3118 PG 784
PB 73 PG 316
HARRY BOODY
DB 3118 PG 788
PB 73 PG 316
JOHN BOODY, JR.
DB 6900 PG 796
PB 73 PG 316
THEODORE ANDERSON
PB 73 PG 316
ANNIE BROWN
DB 4044 PG 311
ANNIE BROWN
DB 686 PG 203
DB 3680 PG 1352
JERRY KING
DB 6110 PG 1589
MARK WILSON
THOMAS BLACK
DB 3290 PG 816
DB 5714 PG 1354
ROBERT BRADSHAAW
27
-
Y
3
-

S
T
A

1
5
+
5
0
S
E
E

S
H
E
E
T

7
M
A
T
C
H
L
I
N
E
CLOSURE DETAILS
NOTE: SEE SHEET 2-F FOR CROSSING
LOUISE BULLARD
DB 2549 PG 897
33
0
PLANS
GRAPHIC SCALE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
8AP-5204
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
100 20010050
D
C
N
2
9
-
O
C
T
-
2
0
13

17
:
4
1
O
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a
n
s
p
o
r
t
a
t
i
o
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\
R
o
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d
w
a
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\
N
C
D
O
T
\
M
c
l
e
a
n
s
v
i
l
l
e
\
R
o
a
d
w
a
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\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
s
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0
7
a
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
HINES ANDREWS ROAD (SR 2858)
P
I

S
t
a
. 16
+
6
1.4
7
P
I

S
t
a
. 19
+
7
1.6
2
P
I

S
t
a
. 2
2
+
16
.7
7
P
I

S
t
a
. 2
5
+
2
1.8
0
P
O
T

S
t
a
.
2
7
+
14
.6
8
2
52
0
15
PC Sta. 10+13.70
POT Sta. 10+00.00
PT Sta. 10+45.66
2
0
'
40'
R=10'
9'9'
R=15'
R=30'
Sta. 10+15.39
BEGIN CONSTRUCTION
-
S
R
1-
POT Sta. 12+59.33
Sta. 12+49.33
END CONSTRUCTION
25.00 LT
+59.33
PL
+59.33
25.00 RT
+46.56
PL
+23.17
PL
+22.13
PL
+19.00
PL
+72.00
40.00 RT
+86.00
R/R IRON EIP
AXLE
EIP
20' UTILITY EASEMENT
20' UTILITY EASEMENT
2
0
'

D
R
A
I
N
A
G
E

E
A
S
E
M
E
N
T
158.73'151.27'149.97'95.35'
3
6
7
.
0
3
'
5
6
.
2
2
'
EIP EIP
EIP
EIP
EIP
219.99'
2
0
9
.
9
4
'
EIP
447.91'
E
IP
659.79'
EIP
ANGLE IRON
130.00'
6
3
3
.
7
6
'
5.09'
2
3
1.
9
4
'
16
5
.
6
3
'
332.30'
2
0
4
.
7
8
'
8
8
8
.
0
7
'
EXISTING RR R/W
EXISTING RR R/W
EXISTING RR R/W
EIP
T
T
15
"

R
C
P
15"
CM
P
15" RCP
INV=741.31'
INV=741.60'
CUL1
CUL2
CE1 HW1
APPROXIMATE U/G JUNCTION
CONC HW
CULVERT #2 1.8'X2.7' CONC
CONC HW
APPROXIMATE U/G JUNCTION
FOR PIPE SIZE
SEE TYPICAL SECTION
FOR PIPE SIZE
SEE TYPICAL SECTION
36" C
O
N
C
8
'

C
O
N
C
4
8
"

C
H
L
CONC
G
4
S
B
W
8' SOIL
NORFOLK SOUTHERN RR
NORFOLK SOUTHERN RR
NORFOLK SOUTHERN RR
12' GR
3
6
"

C
O
N
C
1SBKD
S
G
48" WD
4
8
"

W
D
48" WD
4
8
"

W
D
S
B
B
HTR
10' GR
18" CMP
18" CMP
BS
T
12' GR
H
T
R
S
4
S
B
W
10
'

S
O
I
L
S
8
' GR
CANOPY
MTL
W/LT
17
1819
2223
24
25
26
27
29
WOODS
WOODS
WOODS
WO
O
DS
CULTIVATED
WOODS
WOOD
DECK
ROCK
WALK
WALL
BLK
WALL
BLK
CONC
WELL
-
B
Y
4
-
13
9

15" RCP
CABLE GATE
15" RCP
81
74
DR
GR
11'
S
O
I
L
&
G
R

D
R
WOODS
83
10
'
S
OIL

&

GR

D
R
15" RCP
82
WOODS
GRASS
5 S ELEC
5 S ELEC
WOODS
84
85
86
87
88
15" RCP
10
' S
OIL &
GR

DR
W
HOUSE
PUMP
BLK
GRASS GRASS
GRASS
GRASS
GRASS
PASTURE
S
1 S F D
DECK
WD
CONC WALK
W
9
'

S
O
I
L

&

G
R

D
R
18
'

S
O
I
L
&

G
R

D
R
3
' WD
GRASS
MTL GATE
5

S

E
L
E
C
5 S ELEC
5

S

E
L
E
C
5 S ELEC
5

S

E
L
E
C
90
91
92
93
W
FLOWER BED
CONC PARKING
CONC WALK
DECK
WD
10
' S
OIL
&
GR

DR
GRASS
GRASS
PASTURE
MTL GATE
3' WD
9' S
OIL
&
GR
DR
10
' S
OIL
&
GR

DR
GRASS
GRASS
WOODS
FALLOW
CONC
SSS
6
'

C
H
L
DOG LOT
GRASS
GRASS
GRASS
MTL GATE
POND
WOODS
WOODS
WOODS
WOODS
WOODS
FALLOW
S
BK STEPS
89
WOODS
WOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
94
95GAR
1 S F D
C
ON
C

WA
L
K
& GR
SOIL
CONC PARKING
W
96
W/ LT
W/ LT 3' W D3' WD
3' W
D
10' SOIL & GR D R
GRAPEVINES
GARDEN FENCE
GAR
MTL
H
T
R
HTR
S
WD STEPS
97
GRASS
GRASS
GRASS
GRASS
GRASS
S
OIL &
GR

DR
10' SO
IL &
G
R D
R
CULTIVATED
CULTIVATED
CULTIVATED
CULTIVATED
4
2
" R
C
P
INV=695.52'
INV=696.03'
BM8
733.79
RR-SPIKE IN BASE OF POWER POLE
73
N

0
3
°0
6
'
2
7
"
E
2
6
4
.
0
0
'
S

0
3
°2
7
'
18
"
W
N

0
3
°
2
6
'
4
7
"

W
3
6
5
.
4
1'
S

0
3
°
2
2
'
0
7
"

E
3
6
6
.
11'
S

0
3
°
2
1'
3
8
"

E
3
10
.
6
2
'
TN12
TN14
TN13
EXISTING R/W
EXISTING R/W
EIP
EIP EIP
EIP
EIP
EIP
EIP
EIP
MAINTENANCE
END STATE
S 85°55'02" E
70.42'
S 86°52'10" E
147.00'
S 86°39'27" E
154.00'
S 86°39'27" E
374.94'
EIP EIP EIP
EIP
EIP
S 86°41'11" E
674.20'
N

0
3
°0
6
'
2
7
"
E
3
9
4
.
9
5
'
S

0
0
°
0
2
'
2
6
"

E
3
9
5
.
3
7
'
S

0
0
°
0
0
'
5
1"
E
2
6
4
.
5
2
'
N 85°24'50" W
727.50'
N 86°54'22" W
704.72'
S

0
7
°3
5
'16
" W
3
4
8
.3
5
'
N 07°35'16" E
30.29'
N 02°36'23" E
30.00'
N 78°32
'59" W
S

0
7
°5
6
'
0
0
" W
3
6
1.9
2
'
20' UTILITY EASEMENT
N 19°17'10" E
15.29'
S 58°48'50" W
60.60'
S

19
°2
6
'11" W
3
2
1.6
1'
S

0
7
°2
9
'0
3
"
W
3
5
4
.2
8
'
1•SFD
1SFD
PLANTER
1SFD
B
B
S S
S
S
CULTIVATED
WOODS
POND
POOL
1 S F D
2 S F D
2 S BK D
B
1 S F D
T
T
25
26
27
29
82
88
91
95
b
A
T
&
T
AT&T
AT&T AT&T
b
HINES ANDREWS ROAD (SR 2858)
OFF -13.02
-Y3- Sta. 21+93.00
-BY4-137
-BL-104
-BL-105
-BL-106
-BL-107
-BL-108
-BL-109
-BL-110
BL STATION 24+54.00 92' RIGHT
N 857894 E 1807633
BM#2 ELEVATION = 711.13'
RR SPIKE IN BASE OF 18" GUM
RR-SPIKE IN BASE OF POWER POLE
N 37°04'50.49" E Dist 261.21
BY4 STATION 23+23.80
N 857490 E 1808721
BM8 ELEVATION = 733.79
-BL-112
-BL-113
-BL-111
-BL-103
-SR1- 10+25.09
14.92 RT
N
A
D

8
3
N
S
R
S

2
0
0
7
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 310
F
F
F
F
F F
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
f
l
_
p
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
2210
24
720
730
740
750
760
770
720
730
740
750
760
770
-L-
780
790
800
810
770
780
790
720
730
740
750
760
770
770
720
730
740
750
760
770
770
780
790
800
11 12 13 14 15 16 17 18 19 20 21 23
25 26 27 28 29 30 31 32 33 34 35 36 37
FOR -L- PLAN VIEW
NOTE: SEE SHEET 4 & 5
-L- PLAN VIEW
NOTE: SEE SHEET 5 FOR
RR-SPIKE IN BASE OF POWER POLE
S 46°58'34.8" W Dist 330.79
BY1 STATION 46+50.74
N 856123 E 1803764
BM5 ELEVATION = 735.35
-L- STATION 26+06.27 111.42' RT
RR-SPIKE IN BASE OF 36IN OAK TREE
N 60°28'18.0" E Dist 95.93
BY1 STATION 5+00.00
N 859625 E 1805367
BM6 ELEVATION = 767.72
ELEV. = 742.20
-L- STA. 10+00
BEGIN GRADE
23
DITCH LEGEND
LEFT DITCH
710 710
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
RR SPIKE IN BASE OF POWER POLE
N 858256 E 1805739
BM#1 ELEVATION = 748.09'
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= 739.11
= 6
= 100+
= 25
= 5.21
= 735.42
= 5.72
= 735.50
= 1.83
Structure No. 0404 Sta. 12+64
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= 735.00
= 182
= 100+
= 25
= 56.7
= 725.48
= 90.3
= 727.18
= 31.47
Structure No. 0409 Sta. 16+68
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= 761.11
= 18.7
= 100+
= 25
= 5.53
= 757.55
= 6.07
= 757.63
= 1.26
Structure No. 0510 Sta. 33+02
-L-
ELEV. = 762.93
-L- STA. 36+50
END GRADE
D
C
N
PI = 14+45.00
EL = 732.57'
VC = 780'
K = 97
(+)5.9168%
(-)2.1648%
(+)5.9168%
DS = 50 MPH
P
I

=
12
+
6
3
.9
4
0
E
l

=

7
3
4
.14
P
I

=
13
+
5
0
.0
0
0
E
l

=

7
3
2
.5
5
PI =14+50.000
El = 727.00
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
11+
3
5
.5
9
E
l

=

7
3
5
.7
8
P
I
=
11+
5
0
.0
0
B
E
G
I
N

L
T

D
I
T
C
H
E
l

=

7
3
5
.2
7
P
I
=
13
+
0
0
.0
0
E
N
D

L
T

D
I
T
C
H
(+)3.13%El = 723.65
PI=16+00.00
E
l

=

7
3
5
.9
8
42" RCP-CLASS IV
(-) 1.60%
(-) 1.44%
(-
)
5.
5
5%
(-) 2.23%
18" RCP
El = 723.30 El = 722.05
(-) 2.00%
(-) 0.50%
(+) 2.50%
BEGIN LT DITCH
PI=13+50.00
El = 725.30
PI =14+50.00 PI =17+00.00
END RT DITCH
E
N
D

L
T

D
I
T
C
H
P
I
=
2
3
+
0
0
.0
0
E
l

=

7
3
7
.0
5
PI = 35+30.00
EL = 762.65'
VC = 125'
K = 103
PI = 32+25.00
EL = 758.24'
VC = 480'
K = 100
PI = 23+65.00
EL = 787.00'
VC = 565'
K = 61
(
-
)3
.3452%
(
-
)3
.3452%(+)1.4490%
RET. WALL
STRUCTURE
RET. WALL
EXISTING RAILROAD TRACKS
TRACKS
RAILROAD
FUTURE
(+)0.2294%
DS = 45 MPH
DS = 50 MPH
DS = 50 MPH
(+) 2.0840%
E
l

=

7
5
6
.8
7
P
I
=
3
3
+
0
0
.0
0
E
N
D

L
T

D
I
T
C
H
B
E
G
I
N

L
T

D
I
T
C
H
P
I
=
3
2
+
8
4
.2
6
E
l

=

7
5
5
.5
0
18" RCP
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
10P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
f
l
_
p
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
700
710
720
730
740
750
760
770
24
-Y1-
-Y1-
740
750
760
770
780
740
750
760
700
710
720
730
FOR -Y1- PLAN VIEW
NOTE: SEE SHEET 4 & 7
-Y1- PLAN VIEW
NOTE: SEE SHEET 7 FOR
ELEV. = 759.44
-Y1- STA. 10+12
BEGIN GRADE
RR-SPIKE IN BASE OF POWER POLE
S 13°25'11.89" E Dist 241.00
BY2 STATION 15+92.94
N 856489 E 1806732
BM7 ELEVATION = 724.11
ELEV. = 729.05
-Y1- STA. 26+87
END GRADE
DITCH LEGEND
LEFT DITCH
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
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= 732.00
= 31.7
= 100+
= 25
= 10.09
= 728.98
= 11.06
= 729.08
= 5.26
Structure No. 0703 Sta. 22+00
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= 732.00
= 207
= 100+
= 25
= 54
= 719.55
= 86
= 721.11
= 28.89
Str. No. 0701 Sta. 14+80
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= 733.70
= 10.35
= 100+
= 25
= 2.89
= 731.48
= 3.18
= 731.53
= 1.31
Str. No. 0419 Sta. 11+42
D
C
N
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
700
710
720
730
PI = 23+40.00
EL = 736.01'
VC = 150'
K = 51
PI = 17+40.00
EL = 730.58'
VC = 400'
K = 68
PI = 11+20.00
EL = 761.60'
VC = 205'
K = 29
(+)2.0000%(-)5
.
0
0
3
0%
(-)5
.
0
0
3
0%
(+)0.9045%
(+)0.9045%
DS = 35 MPH
DS = 40 MPH
DS = 40 MPH
24" RCP
P
I

=
2
1+
0
0
.0
0
0
E
l

=

7
2
8
.2
5
P
I

=
2
2
+
0
0
.0
0
0
E
l

=

7
2
7
.4
0
P
I

=
2
1+
0
0
.0
0
0
E
l

=

7
2
6
.6
0
E
l

=

7
2
1.0
9
P
I
=
2
2
+
0
0
.0
0
E
N
D

R
T

D
I
T
C
H
E
l

=

7
2
9
.3
3
P
I
=
2
3
+
5
0
.0
0
E
N
D

L
T

D
I
T
C
H
B
E
G
I
N

L
T

D
I
T
C
H
P
I
=
18
+
5
0
.0
0
E
l

=

7
3
0
.0
1
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
17
+
5
0
.0
0
E
l

=

7
2
8
.3
5
B
E
G
I
N

L
T

D
I
T
C
H
P
I
=
2
4
+
0
0
.0
0
E
l

=

7
3
0
.3
3
42" RCP-CLASS IV
(-) 0.50%
(-) 0.70%
(-) 0.85%
(+) 1.29%
(-
)
5.
5
1%
18" RCP-CLASS IV
24 25 26
PI = 26+68.00
EL = 729.34'
VC = 35'
K = 69
(-)2.0322%
(-)1.5259%
DS = 40 MPH
E
l

=

7
2
7
.17
P
I
=
2
6
+
5
0
.0
0
E
N
D

L
T

D
I
T
C
H
(-) 1.26%
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
11P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
P
5
2
0
4
_
R
d
y
_
p
f
l
_
p
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
760
750
740
730
720
710
700
-Y2-
-Y3-
730
740
750
760
770
10 11 12 13 14 15 16 17 18 19 20 21 22 23
FOR -Y2- PLAN VIEW
NOTE: SEE SHEET 5 & 6
ELEV. = 764.39
-Y2- STA. 16+75.55
END GRADE
ELEV. = 764.13
-Y2- STA. 17+14.30
BEGIN GRADE
ELEV. = 733.795
-Y3- STA. 10+12.00
BEGIN GRADE
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
690

-Y3- STA. 13+80.00
END RESURFACING
RR SPIKE IN BASE OF 18" GUM
BL STATION 24+54.00 92' RIGHT
N 857894 E 1807633
BM#2 ELEVATION = 711.13'
ELEV. = 757.56
-Y2- STA. 12+00
BEGIN GRADE
ELEV. = 757.11
-Y2- STA. 23+00
END GRADE
LEFT DITCH
RIGHT DITCH
DITCH LEGEND
-Y3- PLAN VIEW
NOTE: SEE SHEET 7 FOR
LEFT DITCH
RIGHT DITCH
DITCH LEGEND
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= 761.11
= 13.7
= 100+
= 25
= 2.29
= 753.15
= 2.73
= 753.08
= 0.84
Structure No. 0505 Sta. 13+74
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= 732.83
= 14.7
= 100+
= 25
= 7.78
= 730.79
= 8.54
= 730.89
= 3.85
Structure No. 0702 Sta. 10+38
ELEV. = 741.00
-Y3- STA. 12+93.29
BEGIN 3" RESURFACING
END GRADE
D
C
N
730
740
750
760
770
PI = 13+80.00
EL = 756.20'
VC = 275'
K = 66
PI = 16+10.00
EL = 764.04'
VC = 130'
K = 45
PI = 18+40.00
EL = 760.49'
VC = 160'
K = 66
PI = 20+25.00
EL = 759.61'
VC = 100'
K = 173
PI = 21+45.00
EL = 758.35'
VC = 50'
K = 228
PI = 21+90.00
EL = 757.97'
VC = 20'
K = 398'
(-)0.4747%
(-)2
.9000%
(+)0.5407%
(+)3.4091%
(-)0.7563%
(-)1.0529%(-)0.8335%(-)0.7833%
DS = 40 MPH
DS = 40 MPH DS = 40 MPH
DS = 60 MPH
DS = 75 MPH
DS = 80 MPH
P
I

=
13
+
0
0
.0
0
0
E
l

=

7
5
3
.8
3
P
I

=
13
+
6
8
.0
9
0
E
l

=

7
5
2
.2
6
P
I

=
15
+
5
0
.0
0
0
E
l

=

7
5
6
.6
0
P
I

=
2
0
+
5
0
.0
0
0
E
l

=

7
5
5
.6
0
P
I
=
12
+
0
0
.0
0
E
l

=

7
5
7
.4
1
P
I

=
2
2
+
0
0
.0
0
0
E
l

=

7
5
4
.8
5
P
I
=
18
+
0
0
.0
0
E
l

=

7
5
8
.10
E
l

=

7
5
3
.4
2
P
I
=
2
3
+
0
0
.0
0
B
E
G
I
N

L
T

D
I
T
C
H
(
-
)
3
.59%
(-) 2.30%
(+) 2.39%
B
E
G
I
N

L
T

D
I
T
C
H
(-) 1.00%(-) 0.50%
(-) 1.43%
E
N
D

L
T

D
I
T
C
H
P
I

=
2
2
+
0
0
.0
0
0
E
l

=

7
5
4
.3
5
E
l

=

7
5
3
.0
9
P
I
=
2
3
+
0
0
.0
0
E
N
D

R
T

D
I
T
C
H
B
E
G
I
N

R
T

D
I
T
C
H
P
I
=
19
+
5
0
.0
0
E
l

=

7
5
5
.6
0
(-) 1.26%
(-) 0.50%
15" RCP
EXISTING
PI = 11+50.00
EL = 740.69'
VC = 220'
K = 46
DS = 40MPH
(+)5.0000%(+)0.2129%
18" RCP
B
E
G
I
N

L
T

D
I
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l

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9
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I
=
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+
5
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E
N
D

L
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I
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P
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.2
6
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
12P-5204
2
9
-
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17
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$
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-Y4-
-Y4- PLAN VIEW
NOTE: SEE SHEET 4 FOR
ELEV. = 739.90
-Y4- STA. 12+62.63
END GRADE
ELEV. = 737.69
-Y5- STA. 10+00
BEGIN GRADE
ELEV. = 738.00
-Y5- STA. 12+31.08
END GRADE
-Y5-
-Y5- PLAN VIEW
NOTE: SEE SHEET 4 FOR
ELEV. = 745.18
-Y4- STA. 10+80.00
BEGIN GRADE
DITCH LEGEND
LEFT DITCH
RIGHT DITCH
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= 739.11
= 5
= 100+
= 25
= 4.52
= 738.85
= 4.99
= 738.92
= 2.56
Structure No. 0401 Sta. 12+29
D
C
N
10 11 12
700
710
720
730
740
750
EL = 744.50'
PI = 11+09.21
VC = 57'
K = 86
(-
)3
.0000%
(-)2.3329%
DS = 50 MPH
18" RCP
B
E
G
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T

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(-) 4
.3
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(-) 4
.6
0%
PI = 10+50.00
(+)4.00%(-)0.9333%
DS = 25 MPH
K = 12
VC = 60'
EL = 739.69'
11 12
700
710
720
730
740
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
13P-5204
2
9
-
O
C
T
-
2
0
13

17
:
4
1
R
:
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R
o
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.
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n
$
$
$
$
U
S
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$
$
$
$
ELEV. = 726.83
-D1- STA. 10+00
BEGIN GRADE
-D1-
ELEV. = 755.83
-D1- STA. 11+70.21
END GRADE
750
760
770
D
C
N
10 11 12
760
770
-SR1-
ELEV. = 746.75
-SR1- STA. 12+49.33
END GRADE
ELEV. = 746.50
-SR1- STA. 10+15.39
BEGIN GRADE
-D1- PLAN VIEW
NOTE: SEE SHEET 4 FOR
-SR1- PLAN VIEW
NOTE: SEE SHEET 8 FOR
700
710
720
730
740
(+)2 5 .0 0 0 0%
(+)15.0000%
(+)4.0000%
(+)2.0000%
(+)2.2972%
PI = 10+41.50
EL = 727.78'
VC = 70'
K = 3
PI = 11+49.00
EL = 754.66'EL = 755.41'
PI = 11+54.00
EL = 755.61'
PI = 11+59.00
10 11 12
700
710
720
730
740
750
PI = 10+40.00
EL = 746.74'
PI = 11+50.00
EL = 741.78'
(-)4
.5
0
8
3%(+)5.0000%
VC = 165'
(+)1.00%
K = 17
K = 7
VC = 40'
DS = 20 MPH
DS = 20 MPH
Action Id. 200220664
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Guilford
U.S.G.S. Quad: McLeansville
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Property Owner/Agent:
Address:
Te]ephone No.:
NCDOT Rail Division / aeent Adam Efird
Atkins North America, Inc.
1616 East Millbrook Road, Suite 310
Raleieh, NC 27609-4968
919 876-6888
Property description:
Size (acres) NeazesY Town Mcleausville
Nearest Waterway Little Alamance Creek River Basin CapeFear
USGS HUC 03030002 Coordinates N 36.106143 W-79.657656
Location description Proposed railroad erade seperation at railroad crossine on MeLeansville Road located south of
the intersection of Mcleansville Road and Frieden Church Road adiacent to tributaries of Little Alama�ce Creek, i❑
McLeansville, Guilford Countv, North Carolina.
Indicate Which of the Followine Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property, We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the pennit requirements of
Sectio� ] 0 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notificaTion.
X There are waters of the U.S. including wetlands on the above described project azea subject to the pennit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, tl�e Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggesC you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this su�vey will provide an accurate depiction of all areas subject to
CWAjurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Officia] identified below on . Unless fliere is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 ofthe Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determinatio� may be relied upon for a period not to exceed five years from the date of this
❑otification.
Page 1 of 2

Action ID:
_ The property is Iocated in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919 554-4884 ext. 25.
C. Basis For Determination
There are stream channels within vour prolect site which are tributaries of Little Alamance Creek which flows to the
Cape Fear River and the Atlantic Ocean.
D. Remarks
E. Appeals Informati0n (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional deeermination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you wi]] find a
Notification of Appea] Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jean Gibby, Project Manager,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for a� RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the aUove address by November 25, 2012.
**It is not necessary to submit an RFA f�m to the
co�Tespondence.** j
Corps Regulatory Official:
Date 09/25/2012
iPyou do not object to the determination in tl�is
The W ilmington Disuict is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please coinplete the Customer Satisfaction Survey ]ocated at our website at http://r�ulato� usacesurvev.conti to
complete the survey online.
Copy furnished:
Page 2 of 2

NOTIFICATION OF ADMINISTI2ATIVE APPEAL OPTIONS AND PROCESS AND
R�QUEST FOR �PPEAL
Applicant: NC DOT Rail Division / File Number: SAW 2002 Date: September 25, 2012
McLeansville Road grade seperation / agent 20664
Adam Efird, Atkins North America, Inc.
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
PROFFERED PERMIT (Standard Permit or Letter
D�NIAL
��� r_� au� �. r:y r_c�� u
PRELIMINARY 7URISDICTIONAL DETERMINATION
:
�
�
�
SECTION I- The following identifies your rights and options regazding an administrative appea] of the above
decision. Additional information may be found at hriu:/; www.usace.armv.mil/inet/funetionsicw/cecwo/re� or
Corns regulations at 33 CFR Pari 331.
A: INITIAL PROFFERED PERMTT: You may accept or object to the
ACCEPT: IFyou received a Standard Permit, you may sign the permit document and return it to the district engineer for fina]
authorization. If you received a Letter of Permission (LOP), you may accept flie LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means [hat you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approvedjurisdictional determinations associated with the pennit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will farfeit your right to appeal
the permit in the future. Upon receipt of your ]etter, the district engineer will evaluate your objections and may: (a) modify the
pennit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROPFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and retum it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and yom� work is authoriaed. Your signature
on the SYandard Permic or acceptance of the LOP means that you accept The permit in its entirery, and waive all rights to appea] the
permit, including its terms and conditions, and approvedjurisdictiona] determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appea] Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appea] the denial of a permit under the Corps of Engineers Administrative Appea] Process by
completing Section II of this fonn and sending the form to the divisioi� engineer. This fo�m must be received by the division engineer
within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive al] rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days ofthe date ofthis notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the 7D.
SECTION II - REQUEST FOR APP�AL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision ar your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative recard.
POINT OF CQNT:4CT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/ar the appeal process you may contact: may also contact:
JOhTl Tllomas @ 919 554-4884 ext. 25 Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps oFEngineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel; and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn:Jean Gibby, Project Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive , Suite 105, Wake Forest, North Carolina 27587

For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn:
Administrativc Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801

�
Ecos stem
y
PROGRAM
March 7, 2014
Mr. Marc Hamel
Rail Project Development Manager
North Carolina Department of Transportation, Rail Division
1553 Mail Service Center
Raleigh, North Carolina 27699-1553
Dear Mr. Hamel:
Subject: EEP Mitigation Acceptance Letter:
P-5204, McLeansville Road Railroad Improvements, Guilford County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the compensatory stream, riparian wetland and riparian buffer mitigation for the subject project.
Based on the information supplied by you on February 28, 2014, the impacts are located in CU 03030002
of the Cape Fear River basin in the Central Piedmont (CP) Eco-Region, and are as follows:
Cape Fear Stream Wetlands
03030002 Non- Coastal
cp Cold Cool Warm Riparian
Riparian Marsh
Impacts* (feedacres) 0 0 446.0 0.03 0 0
*Some of the stream and wetland impacts are proposed to be mitigated at a I:1 mitigation ratio. See permit application for details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration
Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer
mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's
Buffer Authorization Certification, EEP will transfer funds from the NCDOT 2984 Fund into the Riparian
Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian
buffer mitigation responsibility far TIP Number P-5204. Subsequently, EEP will conduct a review of
current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer
mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration
Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF
Program.
Buffer Impacts
Buffer River Basin Watershed Eco-Region
Zone 1 Zone 2 TOTAL
Impacts Cape Fear 03030002 (Haw) CP 10,213.0 6,214.0 16,427.0

Mr. Marc Hamel
March 7, 2014
TIP Number P-5204
Page Two
EEP commits to implementing sufficient compensatory warm stream mitigation and riparian
wetland mitigation credits and riparian buffer mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies in accordance with 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.
If you have any questions or need additional information, please contact Ms. Beth Harmon at
919-707-8420.
cc: Mr. John Thomas, USACE — Raleigh �egulator
Ms. Sue Homewood, Division of Water Quality,
Mr. Sandy Smith, Axiom Environmental
Mr. Scott Davis, Axiom Environmental
Ms. Linda Fitzpatrick, NCDOT - PDEA
File: P-5201
(/�/_'/ �1/ �'�"
/ �'i� ��� �0 . r
�. Stanfill
set Manager Supervisor
Field Office
Wetlands/401 Unit
1Zestov��... � ' ... P�otect� D�.r,� .�ta,t�
e��
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-8976 / http://portal.ncdenr.org/web/eep

McLeansville Road Grade Separation
over NCRR Railroad

McLeansville, Guilford County, NC
STIP Project No. P-5204

FINDING OF NO SIGNIFICANT IMPACT

Submitted Pursuant to the National Environmental Policy Act
42 USC 4332(2)(c)

US Department of Transportation
Federal Railroad Administration
and
North Carolina Department of Transportation
Rail Division

NOVEMBER 2013

McLeansville Road Grade Separation – Guilford County, NC  1
STIP Project P‐5204 ‐ Finding of No Significant Impact    
FEDERAL RAILROAD ADMINISTRATION

Finding of No Significant Impact (FONSI)
for the
McLeansville Road Grade Separation
McLeansville, Guilford County, NC

STIP Project No. P-5204

Background Information
The North Carolina Department of Transportation (NCDOT) Rail Division, in conjunction
with the Federal Railroad Administration (FRA), proposes to construct a grade separation
carrying McLeansville Road (SR 2819) over the North Carolina Railroad (NCRR) right-of-
way (Project). This Project is identified as Project P-5204 in the North Carolina State
Transportation Improvement Program (STIP).
The proposed McLeansville Road Grade Separation Project is a component of the Piedmont
Improvement Program (PIP), an initiative by the NCDOT, the Norfolk Southern Railway
(NS) and the 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, DC and Atlanta, and the Greensboro to Raleigh portion of the
NCRR H-line. The PIP primarily consists of railroad capacity projects and crossing safety
projects that will facilitate the introduction of up to six daily round trip (12 daily) passenger
trains along the Raleigh to Charlotte Piedmont Corridor.
Procedural History
The Project is included in the NCDOT 2012-2018 STIP as project number P-5204. Funding
for this Project is anticipated to come from the American Recovery and Reinvestment Act
(ARRA). NCDOT published the McLeansville Road Grade Separation over NCRR Railroad
Environmental Assessment (EA) in March 2013.
The Greensboro Urban Area Metropolitan Planning Organization (GUAMPO) 2035 Long
Range Transportation Plan (LRTP) Update is now in effect (as of April 1, 2013). This
current version of the LRTP includes the Project (GUAMPO Web site: www.greensboro-
nc.gov/index.aspx?page=3480).
Statement of Purpose and Need
The purpose of the Project is to improve vehicular mobility, vehicular and train safety, and
the efficiency of train traffic in the area around the McLeansville Road at-grade crossing of
the NCRR track in Guilford County, North Carolina. This Project also will facilitate and
support future increased passenger rail service for the NCRR Piedmont Corridor. NCDOT
McLeansville Road Grade Separation – Guilford County, NC  2
STIP Project P‐5204 ‐ Finding of No Significant Impact    
proposes to increase the service on the NCRR Piedmont Corridor between Raleigh and
Charlotte from the current three daily round trips to six.
The McLeansville Road and Carmon Road at-grade crossings, and the Bullard & Black
private at-grade crossing each cross both a main line track and a siding track within the
limits of the Project. Trains waiting on the siding track have the potential to block these
at-grade crossings while other trains pass on the main line. Alternatively, train crews can
disconnect the train cars on the siding into two sections, with one section on either side of
the road crossings. Both of these options result in undesirable operating conditions for both
trains and vehicular traffic.
At present, traffic along McLeansville Road and Carmon Road traveling through the at-
grade railroad crossing must stop for passing trains and trains parked on the siding tracks.
Typically, six passenger trains and 5 to 10 freight trains per day operate through the
Project area and cross McLeansville Road. In addition, sometimes trains on the siding
track can block the crossing for up to an hour. These operations contribute to vehicular
delays and have a negative effect on traffic flow.
Providing a grade separation for the at-grade McLeansville Road crossing and closing the
Carmon Road crossing and the Bullard & Black private crossing1 will eliminate the
potential for vehicle/train collisions, which will improve safety for both road and rail traffic.
Alternatives Considered
NCDOT considered a reasonable range of alternatives for the proposed action, as described
in the McLeansville Road Grade Separation STIP Project P-5204 Environmental
Assessment (EA) (March, 2013). Alternatives studied in detail in the EA included the No-
Build Alternative and two Build Alternatives (referred to as “Build Alternative A” and
“Build Alternative B”) with three service road options. Build Alternative A with Service
Road 1b is the Preferred/Selected Alternative, as identified in the EA. Build Alternative A
with Service Road 1b is the alternative selected in this FONSI (the Selected Alternative).
The alternatives are described below.
Preferred/Selected Alternative. Figure 1 shows the Preferred/Selected Alternative on
an aerial photograph. The Preferred/Selected Alternative closes the public Carmon Road
at-grade railroad crossing and the Bullard & Black private at-grade railroad crossing. A
grade-separated bridge over the railroad tracks will be provided at McLeansville Road.
This alternative realigns McLeansville Road to construct the grade separation over the
railroad tracks approximately 120 feet west of the existing at-grade crossing. The total
length of the McLeansville Road realignment is approximately 2,400 feet. The intersection
of McLeansville Road and Frieden Church Road will be designed so that a traffic signal
could be installed in the future. The new roadway segment will have two 12-foot travel
lanes and an 8-foot shoulder with four feet of the shoulder paved. The paved shoulder is

1 The Bullard & Black private crossing is recommended for closure as part of the Private Crossing Safety Initiative - Crossing
Evaluations and Recommendations, Next Generation High Speed Rail Program, NC Railroad/Norfolk Southern Railroad
Charlotte to Raleigh (prepared by Gannett Fleming for NCDOT, October 2003).
McLeansville Road Grade Separation – Guilford County, NC  3
STIP Project P‐5204 ‐ Finding of No Significant Impact    
consistent with the Greensboro Urban Area Bicycle, Pedestrian & Greenway Master Plan
and the 2035 LRTP, which recommends paved shoulders on McLeansville Road to
accommodate bicycles. The design speed for McLeansville Road is 50 miles per hour (mph),
with a planned posted speed of 45 mph.
The bridge over the railroad tracks will accommodate the two existing tracks (the mainline
track and the siding track) plus provide room for the potential future construction of two
additional mainline tracks to the north of the existing tracks. The bridge will be
approximately 135 feet long.
Existing Bethel Church Road will be realigned near McLeansville Road to relocate the
Bethel Church Road/McLeansville Road intersection farther south. The existing location
conflicts with the alignment of the new bridge. The new Bethel Church Road/McLeansville
Road intersection is approximately 350 south of the existing intersection. The north end of
existing Bethel Church Road will be closed with a cul-de-sac. The Bethel Church Road
realignment is approximately 1,600 feet long. The realigned Bethel Church Road crosses
an unnamed stream that runs north-south through the Project area. NCDOT chose the
stream crossing location to minimize impacts to the stream and adjacent wetlands.
The realigned segment of Bethel Church Road will be a 2-lane roadway with 12-foot lanes
and an 8-foot shoulder with two feet of the shoulder paved. The existing Bethel Church
Road also is a 2-lane roadway, but has no paved shoulder. The design speed for the new
Bethel Church Road is 40 miles per hour (mph), with a planned posted speed of 35 mph.
The existing Hines Andrews Road will be extended a short distance, approximately 350
feet, to tie into the new Bethel Church Road. The extension will have two 12-foot travel
lanes and an 8-foot unpaved shoulder.
For the two properties that currently use the Bullard & Black private at-grade railroad
crossing, a new service road will be constructed to connect the properties to Hines Andrews
Road. The Preferred/Selected Alternative service road begins where state maintenance
ends on Hines Andrews Road. It extends north between parcels #0117696 and #0117609.
At the southern boundary of parcel #0117696, the road turns eastward and travels around
the southern and western boundaries of the property to end at the southeast corner of
parcel #0117764.
Other Alternatives Studied in Detail. Other alternatives studied in detail in the EA
include: the No-Build Alternative; Build Alternative B with Service Road Options 1a, 1b,
and 2; and Build Alternative A with Service Road Options 1a and 2. Build Alternative B is
similar to Build Alternative A, except that the new grade separation over the NCRR
railroad tracks would be constructed to the east of the existing at-grade crossing.
The No-Build Alternative has not been selected because it would not meet the Project’s
purpose and need.

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McLeansville Road Grade Separation – Guilford County, NC  5
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Build Alternative B with Service Road Options 1a, 1b, or 2 have been eliminated because
these alternatives would be more expensive, have one additional residential relocation, and
greater stream impacts compared to the Preferred/Selected Alternative. Build Alternative
A with Service Road Option 1a has been eliminated because Service Road Option 1a would
bisect a property and separate a residence on parcel #0117710 from the free-standing
garage on the property. Build Alternative A with Service Road Option 2 has been
eliminated because Service Road Option 2 impacts a small storage building on parcel
#011760 and may impact a wetland area at the end of Hines Andrews Road. This
alternative also would be more expensive than the Preferred/Selected Alternative.
Other Alternatives Considered but Eliminated from Study. Other alternatives
considered but eliminated from detailed evaluation in the EA and study included an
alternative that would close all at-grade crossings in the Project study area, and
alternatives that would build a grade-separated crossing farther west or east of existing
McLeansville Road than Build Alternatives A and B. These alternatives were eliminated
from further consideration when NCDOT determined they would not meet the purpose and
need for the Project and/or were not reasonable due to cost, impacts, or community
disruption.
Summary of the Selected Alternative’s Environmental Effects
Discussions of the environmental impacts associated with the Project are located in
Chapter 4 of the EA. The potential environmental effects of the Preferred/Selected
Alternative are summarized in Table 1.
Table 1. Summary of Impacts from the Preferred/Selected Alternative
Impact Area 
EA Chapter 
Sections with 
More Detail 
Summary of Impact Proposed Mitigation 
Cost  
(2013 dollars) 
Updated since the 
EA.  All alternatives 
would show a similar 
change in cost. 
2.2.3 Construction Cost ‐ $7,804,500 
Right‐of‐Way Cost ‐ $1,006,400 
Utility Cost ‐ $164,200 
TOTAL COST – $8,975,100 
Not applicable 
Consistency with 
Land Use and 
Transportation 
Local Plans 
4.1.1 No Impact.  The Preferred/Selected 
Alternative is consistent with area land use 
and transportation plans.   
Not applicable. 
Relocations 4.1.2 Minor Impact.  The Preferred/Selected 
Alternative will require three (3) residential 
relocations and one (1) business relocation. 
NCDOT will use three programs to 
minimize the inconvenience of 
relocation: Relocation Assistance, 
Relocation Moving Payments, and 
Relocation Replacement Housing 
Payments or Rent Supplement.  These 
programs are in accordance with the 
Uniform Relocation Assistance and Real 
Property Acquisition Policies Act of 
1970.  Comparable replacement 
housing is available in the Project area 
McLeansville Road Grade Separation – Guilford County, NC  6
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Table 1. Summary of Impacts from the Preferred/Selected Alternative
Impact Area 
EA Chapter 
Sections with 
More Detail 
Summary of Impact Proposed Mitigation 
for displaced homeowners and tenants. 
Communities and 
Neighborhoods 
4.1.3 Minor Positive Effect and Minor Impact.  
Existing communities and neighborhoods 
will not be divided internally or from one 
another by physical or psychological barriers 
as a result of the Preferred/Selected 
Alternative.   
The grade separation and the wider paved 
shoulders to be constructed on McLeansville 
Road will provide improved access between 
the residences south of the railroad tracks 
and the McLeansville Service Core area 
north of the railroad tracks.  
The Preferred/Selected alternative will also 
result in minor access changes for some 
properties along Bethel Church Road and 
the Bullard & Black private railroad crossing 
Not applicable. 
Environmental 
Justice 
4.1.4 No Impact.  The Preferred/Selected 
Alternative will not result in 
disproportionately high and adverse effects 
to any low‐income or minority populations 
because there are no concentrations of 
minority or low‐income populations in the 
Project study area. 
Not applicable. 
Community 
Services  
4.1.5 Minor Impact.  There will be a minor direct 
property impact to the McLeansville Fire 
Station frontage along Frieden Church Road.  
The Preferred/Selected Alternative will 
result in Indirect impacts to fire/EMS 
response services due to slightly increased 
response times and school transportation 
due to rerouting of buses with the closure of 
the Carmon Road at‐grade railroad crossing.  
However, the grade‐separated crossing at 
McLeansville Road will provide a reliable 
crossing of the railroad tracks that is always 
open.   
The closing of the Carmon Road at‐grade 
railroad crossing will require minor 
rerouting of buses making stops on Carmon 
Road and Knox Road.  Currently there are 
three buses with stops in the area.   
Not applicable. 
Public Health 4.1.5 
4.2.6 
No Impact.  No impacts to public health are 
anticipated during construction of the 
Preferred/Selected Alternative.  The Project 
is not expected to have impacts to 
hazardous material sites. 
Not applicable. 
McLeansville Road Grade Separation – Guilford County, NC  7
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Table 1. Summary of Impacts from the Preferred/Selected Alternative
Impact Area 
EA Chapter 
Sections with 
More Detail 
Summary of Impact Proposed Mitigation 
Public Safety 4.1.5 Positive Effect.  There will be a public safety 
benefit with a grade‐separating 
McLeansville Road and closing the Carmon 
Road and Bullard & Black at‐grade crossings, 
eliminating the possibility of train/auto 
collisions at these locations.   
Not applicable. 
Recreational 
Opportunities 
4.1.5 No Impact.  There are no public or private 
recreational facilities in the Project study 
area.  The grade separation and the wider 
paved shoulders to be constructed on 
McLeansville Road will provide improved 
pedestrian/bicycle access between the 
residences south of the railroad tracks and 
the McLeansville Service Core area north of 
the railroad tracks.  
Not applicable. 
Possible Barriers to 
the Elderly and 
Handicapped 
4.1.3 
4.1.5 
No Impact.  Construction of the 
Preferred/Selected Alternative is not 
anticipated to result in barriers to the 
elderly and handicapped populations. 
Not applicable. 
Section 4(f) and 
Section 6(f) 
Resources 
4.1.5 No impact.  There are no Section 4(f) or 
Section 6(f) resources in the 
Preferred/Selected Alternative study area. 
Not applicable. 
Economic Effects 
and Energy Use 
4.1.6 Minor Positive Effect and Minor Impact.  
The Project study area does not contain 
mineral resources or quarries or energy 
resource activities. 
The Project will not result in any major 
economic gains or losses in the area.  
However, the Preferred/Selected Alternative 
will displace one business, which may have a 
minor temporary economic impact in the 
area until the business is reestablished.  The 
Project also will support construction jobs 
temporarily during construction. 
The Preferred/Selected Alternative will 
result in a temporary increase in energy use 
during the construction phase.  However, 
completion of the crossing closures will 
result in more efficient train operations as 
trains using the siding will not have to 
uncouple to allow vehicles to pass through.  
The grade separation will improve vehicle 
operations and eliminate the need for 
vehicles to idle while waiting for trains to 
pass through the at‐grade crossings. 
The business relocation will receive 
compensation and assistance in 
accordance with the Federal Uniform 
Relocation Assistance and Real Property 
Acquisition Policies Act and the North 
Carolina Relocation Assistance Act. 
McLeansville Road Grade Separation – Guilford County, NC  8
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Table 1. Summary of Impacts from the Preferred/Selected Alternative
Impact Area 
EA Chapter 
Sections with 
More Detail 
Summary of Impact Proposed Mitigation 
Noise and 
Vibration 
4.2.1 Positive Impact. The Preferred/Selected 
Alternative will decrease train horn noise 
due to the removal of the at‐grade crossings 
at McLeansville Road, private Bullard & 
Black, and Carmon Road.  No vibration 
impacts are anticipated due to the 
Preferred/Selected Alternative.    
Not applicable. 
Air Quality 4.2.2 No Impact.  No air quality impacts are 
anticipated due to the Preferred/Selected 
Alternative. Guilford County is designated as 
an attainment area for all criteria pollutants  
Not applicable. 
Farmland 4.2.3 Minor Impact.  The Preferred/Selected 
Alternative will impact 11.6 acres of prime 
and statewide important farmland soils.  
However, there will be no significant impact 
on protected farmland soil as defined under 
the Farmland Protection Policy Act.   
Not applicable, in accordance with the 
Farmland Protection Policy Act. 
Utilities 4.2.4 Minor Impact.  The Preferred/Selected 
Alternative is anticipated to require 
relocation of electrical power lines, sewer 
lines, and water lines.   
NCDOT will coordinate with all utility 
providers during final design and 
construction to prevent damage to 
utility systems and to minimize 
disruption and degradation of utility 
service to local customers. 
Aesthetics and 
Design Quality 
4.2.5 Minor Impact.  Minor changes in the visual 
landscape will occur as a result of the 
Project.   
It is NCDOT policy to replace or 
compensate for landscaping impacted 
by Project construction.  
Hazardous Waste 
and Construction 
Waste Disposal 
4.2.6 Minor Impact.  The Preferred/Selected 
Alternative requires right of way from the 
front of the McLeansville Fire Station and 
the Lynn’s Furniture Gallery property.  Both 
sites are anticipated to have a low potential 
for geoenvironmental impacts.   
The NCDOT Geoenvironmental Unit will 
complete further assessments prior to 
right of way acquisition, as necessary, 
and implement remediation actions as 
needed 
Flood Hazards and 
Floodplain 
Management 
4.2.7 No Impact.  There are no floodplains or 
floodways in the Project study area. 
Not applicable. 
Historic 
Architectural and 
Archaeological 
Resources 
4.3 No Impact.  There are no significant historic 
architectural or archaeological resources 
within the Preferred/Selected Alternative 
study area, as confirmed by the State 
Historic Preservation Officer.   
Not applicable. 
McLeansville Road Grade Separation – Guilford County, NC  9
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Table 1. Summary of Impacts from the Preferred/Selected Alternative
Impact Area 
EA Chapter 
Sections with 
More Detail 
Summary of Impact Proposed Mitigation 
Ecological Systems 
(Biotic 
Communities and 
Wildlife) 
4.4.1 Minor Impact.  Permanent impacts will 
occur to 6.6 acres of mesic mixed hardwood 
forest and 13.0 acres of 
maintained/disturbed areas for the 
Preferred/Selected Alternative.    
Temporary impacts to downstream habitat 
may occur from increased sediment during 
construction. 
Temporary impacts to downstream 
habitat will be minimized by the 
implementation of stringent erosion 
and sediment control measures in 
accordance with NCDENR regulations 
and NCDOT Best Management Practices 
for the Protection of Surface Waters. 
Water Quality 4.4.2 Minor Impact.  Project activities such as 
clearing and grubbing, riparian canopy 
removal, in‐water construction, fertilizer 
and pesticide use for revegetation, 
redirection of surficial groundwater flows 
could impact surface water resources in the 
absence of appropriate Best Management 
Practices (BMPs). 
Prior to construction, an erosion and 
sedimentation control plan will be 
developed in accordance with NCDENR 
regulations and NCDOT Best 
Management Practices for the 
Protection of Surface Waters. 
Jurisdictional 
Resources 
(wetlands, 
streams, and 
ponds) and Jordan 
Lake Riparian 
Buffer Rules 
4.4.3 Minor Impact.  The Preferred/Selected 
Alternative preliminary design will impact 
approximately 0.05 acre of wetlands due to 
the realignment of Bethel Church Road.  
There will be a total of 355 linear feet of 
stream impacts to two streams:  
approximately 148 linear feet for an 
intermittent stream and approximately 207 
linear feet of a perennial stream.  
Approximately .02 acres of pond PA will be 
impacted. 
The Preferred/Selected Alternative will 
impact approximately 0.40 acres of Jordan 
Lake Riparian Buffers around one stream.  
Road crossings that impact greater than 150 
lf or one‐third acre of riparian buffer are 
allowable with mitigation. 
NCDOT will apply for a USACE 
Nationwide 14 Permit for impacts to 
jurisdictional areas.  Compensatory 
mitigation through the NCDENR 
Ecosystem Enhancement Program may 
be required for this Project.  The USACE 
will make the final determination on 
the Section 404 permit type.   
For impacts to riparian buffers, the 
NCDWQ will issue a mitigation 
determination that specifies the 
required area and location of 
mitigation.  Mitigation may be met by 
payment of a compensatory mitigation 
fee to the Riparian Buffer Restoration 
Fund, donation of real property or of an 
interest in real property, or restoration 
or enhancement of a non‐forested 
riparian buffer.  
Protected Species 4.4.4 No Impact.  The Preferred/Selected 
Alternative will not impact any federally‐
protected species.  USFWS lists only one 
Federally protected species in Guilford 
County and NCDOT found no occurrences of 
that species in the Project area. 
Not applicable. 
Indirect and 
Cumulative Effects 
4.5 Minor Impact.  Minor indirect impacts to 
water quality may occur due to stormwater 
runoff.   
Some vehicular traffic will experience longer 
travel times due to the crossing closure at 
Carmon Road.  However, the Project will 
provide a grade‐separated crossing that is 
always open; never blocked by passing 
trains or trains waiting on the siding track. 
Indirect effects to water quality that 
may occur from the Project due to 
stormwater runoff will be minimized 
through implementation of NCDOT’s 
Best Management Practices for the 
Protection of Surface Waters and 
conformance to the Jordan Lake Buffer 
Rules. 
McLeansville Road Grade Separation – Guilford County, NC  10
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Table 1. Summary of Impacts from the Preferred/Selected Alternative
Impact Area 
EA Chapter 
Sections with 
More Detail 
Summary of Impact Proposed Mitigation 
Regionally, improvements to efficiency of 
train operations will occur.  Trains will no 
longer be faced with delays from the 
uncoupling of trains at the siding track in 
order to let vehicles pass.   
There are no local cumulative effects 
anticipated due to this Project.  From a 
regional perspective, the Project, together 
with others planned and programmed along 
the corridor as part of the PIP and the 
SEHSR, will result in a beneficial cumulative 
transportation effect for schedule reliability, 
increased train speeds, and overall rail 
capacity and safety improvements. 
Construction 
Impacts 
4.6 Minor Impact.  Temporary impacts could 
occur to air quality, noise, waste generation, 
maintenance of traffic, water quality, and 
wildlife.   

The contractor will be responsible for 
controlling dust at the Project site and 
at areas affected by the construction. 
Earth removal, grading, hauling, paving, 
and pile driving activities will generate 
noise.  Where practicable, NCDOT will 
limit construction activities to weekday 
and daytime in the vicinity of 
residences. 
Waste generated during construction 
will be properly disposed of in 
accordance with State and local 
regulations. 
Maintenance of traffic and sequencing 
of construction will be planned and 
scheduled so as to minimize traffic 
delays within the Project area.  NCDOT 
will coordinate with Guilford County 
Schools regarding bus routes.  
Water quality impacts will be minimized 
by utilizing Best Management Practices 
and standard NCDOT procedures during 
construction. 
Impacts to wildlife will be minimized as 
much as possible by restricting land 
clearing and construction operations 
within the Project’s right of way.  
NCDOT will encourage the contractor to 
locate off‐site staging and stockpiling to 
disrupt the least amount of natural 
habitat area.   

McLeansville Road Grade Separation – Guilford County, NC  11
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Errata in the Environmental Assessment
After the EA was published, NCDOT discovered that some streams and ponds were
incorrectly designated as being subject to the Jordan Lake Riparian Buffer Rules. In
accordance with the Jordan lake Riparian Buffer rules 915A NCAC 02B.0267), waters
subject to the buffer rules are streams, lakes, ponds and reservoirs depicted on the most
recent Natural Resource Conservation Service (NRCS) soil survey or the most recent
US Geological Survey (USGS) topographic quadrangle map, or a map approved by the
Geographic Information Coordinating Council (GIC) and the NC Environmental
Management Commission (EMC).
Jordan Lake Riparian Buffers are shown on Figure 4-1 and Figure 4-2 of the EA, and
impacts to riparian buffers are presented in Table 4-6 of the EA. Corrected Figure 4-1 and
Figure 4-2 are included in Appendix A of this FONSI. The corrected figures remove the
buffers from Pond PA and Streams SF, SG, and SD. EA Table 4-6 is updated in Table 2
below.
Table 2.  REVISED EA TABLE 4‐6 ‐ Impacts to Riparian Buffers 
Buffer Area1 Build  
Alternative A 
Build 
Alternative B 
Service Road 
1a 
Service Road 
1b 
Service Road 
2 
Zone 1 (acres) 0.23 0.62 0.23 0.74 ‐‐ ‐‐ ‐‐ 
Zone 2 (acres) 0.17 0.46  0.17 0.51 ‐‐ ‐‐ ‐‐ 
Total  
Zone 1 + Zone 2 (acres 0.40 1.08 0.40 1.25 ‐‐ ‐‐ ‐‐ 
1.  Impacts based on preliminary design construction limits plus a 25‐foot buffer expanding the construction limits. 

As shown in Table 2, the corrected riparian buffer impacts are the same for all build
alternatives. This does not change the decision to select Build Alternative A with Service
Road 1b as the Preferred/Selected Alternative, as the other reasons to select this
alternative remain valid.
Public and Agency Coordination
Circulation of the Environmental Assessment. The EA was published in March 2013,
and circulated for review to federal, state, regional, and local agencies, NCRR, Norfolk
Southern Corporation, and Amtrak.
The EA and the Design Public Hearing Map showing the location and design of the Project
were made available for public review at the NCDOT Division 7 office at 1584 Yanceyville
Street, Greensboro, NC, and the City of Greensboro Transportation Department Melvin
Municipal Office Building (3rd floor) at 300 West Washington Street, Greensboro, NC.
The EA and Design Public Hearing Map also were available for review and download on the
NCDOT Web site: www.ncdot.gov/projects/publicmeetings/.
Public Hearing. A Design Public Hearing for the proposed Project was held on June 13,
2013, from 4:00 pm to 7:00 pm, at the Mt Pleasant United Methodist Church Fellowship
McLeansville Road Grade Separation – Guilford County, NC  12
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Hall, located at 5120 Burlington Road, Greensboro, North Carolina. Appendix B includes
the Public Notice and the handout provided to attendees.
The Public Hearing was held as an informal open house to answer questions and receive
comments regarding the EA and the location and design of the Project. Design Public
Hearing Maps presenting the Project design as well as environmental constraints were
available for viewing. Copies of the EA also were available.
Approximately 69 people attended the Design Public Hearing. Six comment forms were
submitted at the Hearing. Fifteen additional comment forms/emails were received after the
Public Hearing. Most attendees supported the Project. Common concerns are addressed
below, under “Public Comments Received on the Environmental Assessment.”
Comments on the Project were accepted by NCDOT through June 28, 2013.
Comments Received on the Environmental Assessment
All comments received from agencies and the public during the public review period were
reviewed and considered. Comment letters received from agencies, and responses to each
comment, are included in Appendix C. All public comment forms/emails received are
included in Appendix D, with responses for each comment.
Agency Comments Received. Comment letters were received from NCDOT Statewide
Planning Branch, EPA, NC Department of Cultural Resources State Historic Preservation
Office, and the following divisions of the North Carolina Department of Environment and
Natural Resources (NCDENR): Winston-Salem Regional Office Land Quality Division,
Division of Water Quality, and the Division of Emergency Management Floodplain
Management Program. Most agencies stated they had no comment on the Project. None of
the comments received required a change in the Project.
Public Comments Received. Twenty-one comment forms/emails were submitted. None
of the comments received resulted in a change in the Project. Twelve of the 21 commenters
requested that the Gail Mosely Nationwide Insurance office at the northeast corner of the
existing McLeansville Road/Bethel Church Road intersection be relocated. These
commenters are employees or customers of the insurance agency. Commenters expressed
concerns about safety, access, visibility, and adverse impact on the business.
NCDOT is currently evaluating whether or not driveway access to the Gail Mosely
Nationwide Insurance Agency property can be provided without disrupting the property’s
existing septic system. The final determination will be made during the right-of-way
acquisition phase of the Project. If the driveway access cannot be replaced cost effectively,
then NCDOT will work with the property owner regarding compensation or purchase in
accordance with the Uniform Relocation Assistance and Real Property Acquisition Policies
Act.
Two citizens provided comments (see letters c-01 and c-22 in Appendix D) regarding the
pond at 5419 McLeansville Road (the pond near the McLeansville Road intersection with
Birch Creek Road). A small area of this pond, approximately 0.02 acre, may be
McLeansville Road Grade Separation – Guilford County, NC  13
STIP Project P‐5204 ‐ Finding of No Significant Impact    
permanently impacted by the Preferred/Selected Alternative. A temporary easement
around the pond is proposed during construction. The fill slope for the new McLeansville
Road encroaches slightly on the bottom of the fill slope for the pond’s dam. Impacts during
construction may include temporarily draining the pond. NCDOT will coordinate with the
property owner during the right of way and construction phases regarding impacts to the
pond and to ensure the pond’s dam is outside of the McLeansville Road right of way.
Some of the property owners that would have the roadway access to their properties
provided by the proposed Preferred/Selected Alternative’s Service Road Option 1b attended
the Public Hearing indicated they were interested in potentially voluntarily selling their
property to NCDOT in lieu of having a service road. As noted in Section 2.2.1 of the EA, the
service road options are subject to change during final design based on coordination with
affected property owners. NCDOT is currently evaluating the costs of providing the service
road compared to purchasing the parcels landlocked by the closure of the Bullard & Black
private at-grade railroad crossing and continuing to coordinate with the property owners.
The most cost effective solution will be implemented. This is a detail commonly resolved
during the final design process, after the NEPA process is completed. This FONSI discloses
the maximum impacts that could occur in the Preferred/Selected Alternative service road
corridor with construction of the service road.
Environmental Commitments
During the NEPA process, commitments are made to avoid, minimize, or mitigate project
impacts. Commitments result from public comment or through the requirements of, or
agreements with, environmental resource and regulatory agencies. The determination that
project implementation will not have a significant impact on the environment is predicated
on these commitments made to protect the environment.
NCDOT will comply with applicable federal and state requirements and regulations, such
as; Section 404 Individual Permit Conditions, Nationwide Permit Conditions, Regional
Conditions, and State Consistency Conditions; NCDOT Guidelines for Best Management
Practices for the Protection of Surface Waters, General Certification Conditions, and Section
401 Conditions of Certification; and the Endangered Species Act. Other special Project
commitments have been agreed to by the NCDOT, as follows.
 During construction activities, NCDOT will coordinate with Guilford County Schools
regarding bus routes.

McLeansville Road Grade Separation – Guilford County, NC  14
STIP Project P‐5204 ‐ Finding of No Significant Impact    
Conclusion
FRA finds that the impacts of the Preferred/Selected Alternative, as assessed in the
McLeansville Road Grade Separation STIP Project P-5204 Environmental Assessment
(March, 2013) and this Finding of No Significant Impact satisfy the requirements of FRA’s
Procedures for Considering Environmental Impacts, and that the Project will not have a
significant impact on the quality of the human or natural environment following the
implementation of identified mitigation measures. For the reasons described in this
FONSI, FRA concurs in NCDOT’s selection of Build Alternative A with Service Road 1b,
including the environmental commitments/mitigation measures reflected in this document.

Joseph C. Szabo, Administrator Date
Federal Railroad Administration

McLeansville Road Grade Separation – Guilford County, NC  15
STIP Project P‐5204 ‐ Finding of No Significant Impact    
FRA Contact Person
John Winkle
Environmental Protection Specialist
Federal Railroad Administration
1200 New Jersey Avenue, SE, RM W38-311
Washington, DC 20590
202-493-6067

List of Persons and Organizations Preparing the FONSI
Ryan White, PE
NC Department of Transportation – Rail Division
1548 Mail Service Center
Raleigh, NC 27699-1548
919-733-7245 x266

Jill Gurak, PE, AICP
Project Director
Atkins
1616 East Millbrook Road, Suite 310
Raleigh, NC 27609
919-431-5298

McLeansville Road Grade Separation – Guilford County, NC  
STIP Project P‐5204 ‐ Finding of No Significant Impact    

APPENDIX A
REVISED FIGURE 4-1 AND FIGURE 4-2
FROM THE
ENVIRONMENTAL ASSESSMENT

WA
SA
WB
WC
SB
SI WJ WK SJ WOSDSDSD WNWMWL
WD
SD
WE
SE
WF
WG
SF
SG
SB
SB
WH
PB
PA
WU
SG
SA
SF
F
R
I
E
D
E
N

C
HURCH RD
M
C
L
E
A
N
S
V
I
L
L
E

R
D
BETHEL CHURCH RD
HARVEST RD
HINES ANDREWS RDDANBROOK D R
R A N H U R S T R D
E A S T H U R S T R D
C O R N E R H O U S E R D
BIRCH CREEK RD
NC OneMap
McL_FONSI_JurisdResourceImpacts.mxd AKB 09.30.2013
Source: Guilford County GIS, NCDOT; Aerial: NCOnemap 2010 Orthoimagery;Map Printed September 2013 STIP Project No. P-5204 McLEANSVILLE ROAD SR-2819 GRADE SEPARATIONGuilford County, NC0300150FeetLegendProject Study Area Delineated Streams (S_)Delineated Wetlands (W_)Delineated Open Water (P_)Jordan Watershed Buffer Zone 1 - 30 Foot Zone 2 - 20 Foot Proposed Alt A Centerline Proposed Alt A Slope Stakes Proposed Alt A Right of Way Railroad Streams Ponds W Figure 4-1ALTERNATIVE A JURISDICTIONAL RESOURCE IMPACTS REVISED
WA
SA
WB
WC
SB
SI WJ WK SJ WOSDSDSD WNWMWL
WD
SD
WE
SE
WF
WG
SF
SG
SB
SB
WH
PB
PA
WU
SG
SA
SF
F
R
I
E
D
E
N

C
HURCH RD
M
C
L
E
A
N
S
V
I
L
L
E

R
D
BETHEL CHURCH RD
HARVEST RD
HINES ANDREWS RDDANBROOK D R
R A N H U R S T R D
E A S T H U R S T R D
C O R N E R H O U S E R D
BIRCH CREEK RD
NC OneMap
McL_FONSI_JurisdResourceImpacts.mxd AKB 09.30.2013
Figure 4-2Source: Guilford County GIS, NCDOT; Aerial: NCOnemap 2010 Orthoimagery;Map Printed September 2013 STIP Project No. P-5204 McLEANSVILLE ROAD SR-2819 GRADE SEPARATIONGuilford County, NC ALTERNATIVE B JURISDICTIONAL RESOURCE IMPACTS REVISED0300150FeetLegendProject Study Area Delineated Streams (S_)Delineated Wetlands (W_)Delineated Open Water (P_)Jordan Watershed Buffer Zone 1 - 30 Foot Zone 2 - 20 Foot Proposed Alt B Centerline Proposed Alt B Slope Stakes Proposed Alt B Right of Way Railroad Streams Ponds W
McLeansville Road Grade Separation – Guilford County, NC
STIP Project P-5204 - Finding of No Significant Impact

APPENDIX B
PUBLIC HEARING MATERIALS

NOTICE OF A DESIGN PUBLIC HEARING FOR THE PROPOSED GRADE-SEPARATION OF
MCLEANSVILLE ROAD (STATE ROAD 2918) OVER THE NORTH CAROLINA RAILROAD
(NCRR) IN MCLEANSVILLE

TIP P-5204 Guilford County

The North Carolina Department of Transportation proposes to construct a bridge on McLeansville
Road (S.R. 2918) over the North Carolina Railroad (NCRR) tracks. As a result, Bethel Church Road will
be realigned to connect with McLeansville Road south of its current intersection. In addition, the existing
at-grade railroad crossings at and Carmon Road to the east and the private Bullard & Black crossing
between McLeansville Road and Carmon Road will be closed. Alternate access will be provided.

Additional right-of-way acquisition and the relocation of homes and businesses will be required for
this project. Right-of-way acquisition is scheduled to begin this September, with construction scheduled to
begin in September 2014. However, those dates could change.

The purpose of the project is to improve vehicular mobility and safety and the efficiency of train
traffic in the area around the McLeansville Road at-grade crossing of the NCRR. The project will also
facilitate and support future increased passenger rail service for the NCRR Piedmont Corridor. NCDOT
proposes to add six daily round trips to this corridor between Raleigh and Charlotte.

NCDOT will hold an informal, open house-style design public hearing for the above-mentioned
project on Thursday, June 13, 2013, from 4 until 7 p.m. at the Mt. Pleasant United Methodist Church
– Fellowship Hall, located at 5120 Burlington Road, Greensboro.

The purpose of the hearing is to provide information regarding the design and location of the
proposed project, and to obtain public input. Interested citizens may drop by at any time during the
mentioned hours. NCDOT representatives will be available at the meeting to answer questions and
receive comments. The opportunity to submit written comments or questions also will be provided.
Comments and information received will be taken into consideration as work on the project develops.
There will not be a formal presentation.

A map showing the design and a copy of the approved environmental document (Environmental
Assessment) are available for public review at the NCDOT Division 7 Office located at 1584 Yanceyville
St., Greensboro and the City of Greensboro-Transportation Department, Melvin Municipal Office Building
(3rd floor) - 300 West Washington St., Greensboro. The maps are available online at
http://www.ncdot.gov/projects/publicmeetings/.

For more information, contact Jamille Robbins, NCDOT Human Environment Section, at 1598
Mail Service Center, Raleigh, 27699-1598, by phone: [phone], by fax: [phone], or by
email: [e-mail]. Additional comments may be submitted until June 28, 2013.

NCDOT will provide auxiliary aids and services under the Americans with Disabilities Act for
disabled persons who want to participate in this workshop. Anyone requiring special services should
contact Robbins as early as possible so that arrangements can be made.

Persons who speak Spanish and do not speak English, or have a limited ability to read, speak or
understand English, may receive interpretive services upon request prior to the meeting by calling 1-800-
481-6494.
NOTICE OF A DESIGN PUBLIC HEARING FOR THE PROPOSED GRADE-SEPARATION OF
MCLEANSVILLE ROAD (STATE ROAD 2918) OVER THE NORTH CAROLINA RAILROAD
(NCRR) IN MCLEANSVILLE

TIP P-5204 Guilford County

The North Carolina Department of Transportation proposes to construct a bridge on McLeansville
Road (S.R. 2918) over the North Carolina Railroad (NCRR) tracks. As a result, Bethel Church Road will
be realigned to connect with McLeansville Road south of its current intersection. In addition, the existing
at-grade railroad crossings at and Carmon Road to the east and the private Bullard & Black crossing
between McLeansville Road and Carmon Road will be closed. Alternate access will be provided.

Additional right-of-way acquisition and the relocation of homes and businesses will be required for
this project. Right-of-way acquisition is scheduled to begin this September, with construction scheduled to
begin in September 2014. However, those dates could change.

The purpose of the project is to improve vehicular mobility and safety and the efficiency of train
traffic in the area around the McLeansville Road at-grade crossing of the NCRR. The project will also
facilitate and support future increased passenger rail service for the NCRR Piedmont Corridor. NCDOT
proposes to add six daily round trips to this corridor between Raleigh and Charlotte.

NCDOT will hold an informal, open house-style design public hearing for the above-mentioned
project on Thursday, June 13, 2013, from 4 until 7 p.m. at the Mt. Pleasant United Methodist Church
– Fellowship Hall, located at 5120 Burlington Road, Greensboro.

The purpose of the hearing is to provide information regarding the design and location of the
proposed project, and to obtain public input. Interested citizens may drop by at any time during the
mentioned hours. NCDOT representatives will be available at the meeting to answer questions and
receive comments. The opportunity to submit written comments or questions also will be provided.
Comments and information received will be taken into consideration as work on the project develops.
There will not be a formal presentation.

A map showing the design and a copy of the approved environmental document (Environmental
Assessment) are available for public review at the NCDOT Division 7 Office located at 1584 Yanceyville
St., Greensboro and the City of Greensboro-Transportation Department, Melvin Municipal Office Building
(3rd floor) - 300 West Washington St., Greensboro. The maps are available online at
http://www.ncdot.gov/projects/publicmeetings/.

For more information, contact Jamille Robbins, NCDOT Human Environment Section, at 1598
Mail Service Center, Raleigh, 27699-1598, by phone: [phone], by fax: [phone], or by
email: [e-mail]. Additional comments may be submitted until June 28, 2013.

NCDOT will provide auxiliary aids and services under the Americans with Disabilities Act for
disabled persons who want to participate in this workshop. Anyone requiring special services should
contact Robbins as early as possible so that arrangements can be made.

Persons who speak Spanish and do not speak English, or have a limited ability to read, speak or
understand English, may receive interpretive services upon request prior to the meeting by calling 1-800-
481-6494.

NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION

McLeansville Road Grade Separation over the
North Carolina Railroad (NCRR)

WBS Number 52400.1.STR02T2
TIP PROJECT P-5204

Guilford County

Design Public Hearing

4:00 p.m. – 7:00 p.m.
Mt. Pleasant United Methodist Church
Fellowship Hall
5120 Burlington Road
Greensboro, NC 27405

Thursday, June 13, 2013

Design Public Hearing
P‐5204 ‐McLeansville Road Grade Separation Over the North Carolina Railroad
PURPOSE OF PUBLIC HEARING
Today’s hearing is another important step in the North Carolina Department of
Transportation’s (NCDOT) procedure for making you, the public, a part of the project
development process. The purpose of the hearing is to obtain public input on the
design of the project.
Planning and environmental studies on the highway project are provided in the planning
and environmental document – Environmental Assessment (EA). Copies of that report
together with today’s hearing maps are available for public review at the following
locations:
 NCDOT Highway Division 7 Office located at 1584 Yanceyville Street,
Greensboro
 City of Greensboro – Transportation Department, 300 West Washington
Street, Room 321, Greensboro
The map is also available online at:
http://www.ncdot.gov/projects/McLeansvilleRoad/

YOUR PARTICIPATION
Now that the opportunity is here, you are encouraged to participate by making your
comments and/or questions a part of the public record. This may be done by writing
them on the attached comment sheet. Several representatives of the North Carolina
Department of Transportation are present. They will be happy to talk with you, explain
the design to you and answer your questions. You may write your comments or
questions on the comment sheet and leave it with one of the representatives or mail or
email them by June 28, 2013 to the following address:
Mr. Jamille Robbins
NCDOT - Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Email: [e-mail]
Everyone present is urged to participate in the proceedings. It is important, however,
that THE OPINIONS OF ALL INDIVIDUALS BE RESPECTED REGARDLESS OF
HOW DIVERGENT THEY MAY BE FROM YOUR OWN. Accordingly, debates, as
such, are out of place at workshops. Also, the workshop is not to be used as a
POPULAR REFERENDUM to determine the location and/or design by a majority vote of
those present.

Design Public Hearing
P‐5204 ‐McLeansville Road Grade Separation Over the North Carolina Railroad
WHAT IS DONE WITH THE INPUT?
A post-workshop meeting will be conducted after the comment period has ended.
NCDOT staff representing Planning, Design, Traffic Operations, Division, Right of Way,
Public Involvement & Community Studies and others who play a role in the
development of a project will attend this meeting. The project also will be reviewed with
federal agencies such as the Federal Railroad Administration (FRA) and the US Army
Corps of Engineers (USACE), as well as state agencies such as the NC Department of
Environment and Natural Resources. When appropriate, local government staff will
attend.
All spoken and written issues are discussed at the post-hearing meeting. Most issues
are resolved at the post-hearing meeting. The NCDOT considers safety, costs, traffic
service, social impacts, and public comments in making decisions. Complex issues
may require additional study and may be reviewed by higher management, Board of
Transportation Members, and/or the Secretary of Transportation.
Minutes of the post-hearing meeting will be summarized and are available to the public
by noting your request on the attached comment sheet.
WHAT HAPPENS NEXT
Comments received from the hearing about the design of the proposed McLeansville
Road Grade Separation Project will be reviewed at the post-hearing meeting and
incorporated, where feasible, into the design plans for the project. The design plans will
also be refined, including efforts to further reduce impacts to the human and natural
environment. The project will then proceed to the right of way acquisition phase upon
approval of the final environmental document.
STATE-FEDERAL RELATIONSHIP
This proposed Project may involve the use of Federal funds, and thus will be considered
a Federal-Aid Project. Financing of this Project may come from Federal funds, including
the American Recovery and Reinvestment Act (ARRA. The Board of Transportation is
responsible for the selection and scheduling of projects, their location, design, and
maintenance cost after construction.
PURPOSE AND NEED OF PROJECT
The purpose of the Project is to improve vehicular mobility and safety and the efficiency
of train traffic in the area around the McLeansville Road at-grade crossing of the North
Carolina Railroad (NCRR) in Guilford County, North Carolina.
The McLeansville Road and Carmon Road at-grade crossings, and the Bullard and
Black private at-grade crossing, cross both a main line track and a siding track. Trains
waiting on the siding have the potential to block these at-grade crossings while other

Design Public Hearing
P‐5204 ‐McLeansville Road Grade Separation Over the North Carolina Railroad
trains pass on the main line; or train crews must disconnect the train cars stored on the
siding into two sections, with one section on either side of the road crossings. Both of
these options result in undesirable operating conditions for both trains and vehicular
traffic.
At present, traffic along McLeansville Road and Carmon Road traveling through the at-
grade railroad crossing must stop for passing trains and trains parked on the siding
tracks. Typically, six passenger trains per day and 5-10 freight trains per day cross
McLeansville Road. In addition, sometimes trains on the siding track can block the
crossing for up to an hour. These operations contribute to vehicular delays and have a
negative effect on traffic flow.
The proposed Project is a component of the Piedmont Improvement Program (PIP),
which is an initiative by the NCDOT, the Norfolk Southern Railway (NS) and NCRR to
improve passenger and freight railroad operations along the NCRR Piedmont Corridor
from Raleigh to Charlotte. The PIP primarily consists of railroad capacity projects and
crossing safety projects that will facilitate the introduction of up to six daily round trip
(12 daily) passenger trains along the Raleigh to Charlotte Piedmont Corridor.
The proposed Project also is along the Preferred Alternative for the Southeast High
Speed Rail Corridor (SEHSR). This corridor connects the northeastern states and
Washington, DC through Richmond, Virginia to Raleigh and Charlotte, N.C. to Atlanta,
GA. In Atlanta, the SEHSR extends southeast to Savannah, GA and Jacksonville, FL;
and the Gulf Coast High Speed Rail corridor. Ultimately, the proposed Project will
benefit the infrastructure for high-speed rail in the state of North Carolina. In the more
immediate future, the proposed Project would enhance the efficiency and safety of both
passenger and freight train movements.
The proposed Project is consistent with the Long Range Transportation Plans for the
local municipalities within the study area. Local governments within the Greensboro
Urban Area Metropolitan Planning Organization, as well as NCDOT, have adopted this
plan.
PROJECT DESCRIPTION
The Preferred Alternative for the Project includes the following:
 Replace the at-grade rail crossing at McLeansville Road with a grade-separated
crossing approximately 120 feet to the west of the existing crossing, increasing
safety by eliminating train-vehicle conflicts and reducing train horn noise. This
also will improve mobility for vehicles by removing the need to stop for passing
trains and trains parked on the rail siding.
 Close two other at-grade rail crossings: a public crossing at Carmon Road to
the east and the Bullard and Black private crossing located between the
McLeansville Road and Carmon Road railroad crossings for safety reasons.
These closures also will reduce train horn noise.

Design Public Hearing
P‐5204 ‐McLeansville Road Grade Separation Over the North Carolina Railroad
 As a consequence of constructing a grade separation at McLeansville Road,
realign Bethel Church Road to reconnect to McLeansville Road approximately
350 feet south due to grade and sight distance considerations. In addition,
construct a short extension of Hines Andrews Road to reconnect to the realigned
Bethel Church Road. The north end of existing Bethel Church Road will be a cul-
de-sac.
 Provide a new service road access from Hines Andrews Road to the two
residences that are currently accessed from Frieden Church Road via the Bullard
and Black private railroad crossing.
PROJECT INFORMATION
Length: Street/Roadway ~ 0.67 miles

Right of Way: Approximately 120 feet. 2-lane shoulder section with ditches.

Access Control: None. Driveways can be connected to the roadway.

Relocatees: Three residential relocations and one business relocation.

Project Cost: $7,067,200

Current
Schedule: The tentative schedule is shown below. A number of factors can
affect a project schedule, so schedules are subject to change.

Right of Way Acquisition – September 2013
Construction – Fall 2014
Completion – 2016

Map 1(attached) shows the location of the Project.

At today's Design Public Hearing are boards with the Project Hearing Map showing the
proposed design, roadway typical sections, and proposed construction detour routes.

Design Public Hearing
P‐5204 ‐McLeansville Road Grade Separation Over the North Carolina Railroad
RIGHT-OF-WAY PROCEDURES
After decisions are made regarding the final design, the proposed right-of-way limits will
be staked in the ground. If you are an affected property owner, a Right-of-Way Agent
will contact you and arrange a meeting. The agent will explain the plans and advise you
as to how the project will affect you. The agent will inform you of your rights as a
property owner. If permanent right of way is required, professionals who are familiar
with real estate values will evaluate or appraise your property. The evaluations or
appraisals will be reviewed for completeness and accuracy, and then the Right-of-Way
Agent will make a written offer to you. The current market value of the property at its
highest and best use when appraised will be offered as compensation. The Department
of Transportation must:
1. Treat all owners and tenants equally.
2. Fully explain the owner’s rights.
3. Pay just compensation in exchange for property rights.
4. Furnish relocation advisory assistance.
RELOCATION ASSISTANCE
If you are a relocatee, that is, if your residence or business is to be acquired as part of
the project, additional assistance in the form of advice and compensation is available.
You will also be provided with assistance on locations of comparable housing and/or
commercial establishments, moving procedures, and moving aid. Moving expenses
may be paid for you. Additional monetary compensation is available to help
homeowners cope with mortgage increases, increased value of comparable homes,
closing costs, etc. A similar program is available to assist business owners. The Right-
of-Way Agent can explain this assistance in greater detail.

NOTE: PAMPHLETS SUMMARIZING RIGHT OF WAY AND
RELOCATION PROCEDURES ARE AVAILABLE AT THE
SIGN-IN TABLE.

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TITLE VI PUBLIC INVOLVEMENT FORM
Completing this form is completely voluntary. You are not required to provide the information requested in order to
participate in this meeting.

Meeting Type: Design Public Hearing
Location: McLeansville, Guilford County
Date: June 13, 2013
TIP No.: P-5204
Project Description: McLeansville Road Grade Separation over NCRR Railroad
In accordance with Title VI of the Civil Rights Act of 1964 and related authorities, the North Carolina Department of
Transportation (NCDOT) assures that no person(s) shall be excluded from participation in, denied the benefits of, or
subjected to discrimination under any of the Department’s programs, policies, or activities, based on their race, color,
national origin, disability, age, income, or gender.
Completing this form helps meet our data collection and public involvement obligations under Title VI and
NEPA, and will improve how we serve the public. Please place the completed form in the designated box on the
sign-in table, hand it to an NCDOT official or mail it to the PDEA-Human Environment Section, 1598 Mail Service
Center, Raleigh, NC 27699-1598.
All forms will remain on file at the NCDOT as part of the public record.

Zip Code: _____________________
Street Name:
(i.e. Main Street)
Gender: Male Female
Age:
Less than 18 45-64
18-29 65 and older
30-44
Total Household Income:
Less than $12,000 $47,000 – $69,999
$12,000 – $19,999 $70,000 – $93,999
$20,000 – $30,999 $94,000 – $117,999
$31,000 – $46,999 $118,000 or greater
Have a Disability: Yes No
Race/Ethnicity:
White
Black/African American
Asian
American Indian/Alaskan Native
Native Hawaiian/Pacific Islander
Hispanic/Latino
Other (please specify): _______________________
National Origin: (if born outside the U.S.)
Mexican
Central American: ____________________
South American: _____________________
Puerto Rican
Chinese
Vietnamese
Korean
Other (please specify): __________________
How did you hear about this meeting? (newspaper advertisement, flyer, and/or mailing) _______________________
_____________________________________________________________________________________________
For more information regarding Title VI or this request, please contact the NCDOT Title VI Section at
[phone] or toll free at 1-800-522-0453, or by email at [e-mail].
Thank you for your participation!

COMMENT SHEET

McLeansville Road Grade Separation Over the North Carolina Railroad

Design Public Hearing – June 13, 2013

TIP Project No. P-5204 Guilford County

NAME:

ADDRESS:

EMAIL ADDRESS:

COMMENTS AND/OR QUESTIONS:

Comments may be mailed by June 28, 2013 to:
Mr. Jamille Robbins, Public Involvement Group Leader
NCDOT - Human Environment Section
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone] FAX: [phone]
Email: [e-mail]

McLeansville Road Grade Separation – Guilford County, NC
STIP Project P-5204 - Finding of No Significant Impact

APPENDIX C
AGENCY COMMENTS

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e
t
e
d
 it
s
 re
v
i
e
w
 of
 th
e
 EA
 fo
r
 P‐52
0
4
,
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

G.
S
.
,
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
.

EP
A
 no
t
e
s
 th
a
t
 th
e
 pr
o
p
o
s
e
d
 pr
o
j
e
c
t
 is
 ex
p
e
c
t
e
d

to
 ha
v
e
 mi
n
i
m
a
l
 im
p
a
c
t
s
 on
 th
e
 hu
m
a
n
 an
d
 na
t
u
r
a
l
 en
v
i
r
o
n
m
e
n
t
.

Co
m
m
e
n
t
 no
t
e
d
.

2 
EP
A
 re
q
u
e
s
t
s
 th
a
t
 NC
D
O
T
 co
n
t
i
n
u
e
 to
 ex
p
l
o
r
e
 op
p
o
r
t
u
n
i
t
i
e
s
 fo
r
 Se
c
t
i
o
n

40
4
 av
o
i
d
a
n
c
e
 an
d
 mi
n
i
m
i
z
a
t
i
o
n
 me
a
s
u
r
e
s
 to
 ju
r
i
s
d
i
c
t
i
o
n
a
l
 re
s
o
u
r
c
e
s

du
r
i
n
g
 th
e
 pe
r
m
i
t
t
i
n
g
 ph
a
s
e
 fo
r
 th
e
 pr
o
j
e
c
t
.

NC
D
O
T
 wi
l
l
 wo
r
k
 wi
t
h
 th
e
 US
A
C
E
 an
d
 NCDWQ during the permitting 
ph
a
s
e
.

3 
EP
A
 re
q
u
e
s
t
s
 a co
p
y
 of
 th
e
 Fi
n
d
i
n
g
 of
 No
 Si
g
n
i
f
i
c
a
n
t
 Im
p
a
c
t
 (F
O
N
S
I
)

wh
e
n
 it
 be
c
o
m
e
s
 av
a
i
l
a
b
l
e
.

NC
D
O
T
 wi
l
l
 pr
o
v
i
d
e
 EP
A
 a co
p
y
 of
 th
e
 FONSI. 
A‐02

NC
 De
p
t
 of

Cu
l
t
u
r
a
l
 Re
s
o
u
r
c
e
s
,

St
a
t
e
 Hi
s
t
o
r
i
c

Pr
e
s
e
r
v
a
t
i
o
n
 Of
f
i
c
e

1 
We
 be
l
i
e
v
e
 th
e
 EA
 ad
e
q
u
a
t
e
l
y
 ad
d
r
e
s
s
e
s
 ou
r
 co
n
c
e
r
n
s
 fo
r
 hi
s
t
o
r
i
c

re
s
o
u
r
c
e
s
.

Co
m
m
e
n
t
 no
t
e
d
.

A‐03

NC
 De
p
t
.
 of

Ad
m
i
n
i
s
t
r
a
t
i
o
n
,

St
a
t
e

En
v
i
r
o
n
m
e
n
t
a
l

Re
v
i
e
w

Cl
e
a
r
i
n
g
h
o
u
s
e

1 
Ac
c
o
r
d
i
n
g
 to
 G.
S
.
 11
3
A
‐10
,
 wh
e
n
 a st
a
t
e
 ag
e
n
c
y
 is
 re
q
u
i
r
e
d
 to
 pr
e
p
a
r
e

an
 en
v
i
r
o
n
m
e
n
t
a
l
 do
c
u
m
e
n
t
 un
d
e
r
 th
e
 pr
o
v
i
s
i
o
n
s
 of
 fe
d
e
r
a
l
 la
w
,
 th
e

en
v
i
r
o
n
m
e
n
t
a
l
 do
c
u
m
e
n
t
 me
e
t
s
 th
e
 pr
o
v
i
s
i
o
n
s
 of
 th
e
 St
a
t
e

En
v
i
r
o
n
m
e
n
t
a
l
 Po
l
i
c
y
 Ac
t
.

At
t
a
c
h
e
d
 to
 th
i
s
 le
t
t
e
r
 fo
r
 yo
u
r
 co
n
s
i
d
e
r
a
t
i
o
n

ar
e
 th
e
 co
m
m
e
n
t
s
 ma
d
e
 by
 ag
e
n
c
i
e
s
 in
 th
e
 co
u
r
s
e
 of
 th
i
s
 re
v
i
e
w
.

If
 an
y
 fu
r
t
h
e
r
 en
v
i
r
o
n
m
e
n
t
a
l
 re
v
i
e
w
 do
c
u
m
e
n
t
s
 ar
e
 pr
e
p
a
r
e
d
 fo
r
 th
i
s

pr
o
j
e
c
t
,
 th
e
y
 sh
o
u
l
d
 be
 fo
r
w
a
r
d
e
d
 to
 th
i
s
 of
f
i
c
e
 fo
r
 in
t
e
r
g
o
v
e
r
n
m
e
n
t
a
l

re
v
i
e
w
.

NC
D
O
T
 wi
l
l
 su
b
m
i
t
 th
i
s
 FO
N
S
I
 to
 th
e
 Environmental Review 
Cl
e
a
r
i
n
g
h
o
u
s
e
.

A‐04

NC
 De
p
t
.
 of

En
v
i
r
o
n
m
e
n
t
a
l
 an
d

Na
t
u
r
a
l
 Re
s
o
u
r
c
e
s

(N
C
D
E
N
R
)

‐‐

No
 co
m
m
e
n
t
s
 in
 le
t
t
e
r
.

No
 re
s
p
o
n
s
e
 re
q
u
i
r
e
d
.

A‐05

NC
D
E
N
R

‐

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e
,

La
n
d
 Qu
a
l
i
t
y
 an
d

US
T
s

1 
Se
d
i
m
e
n
t
a
t
i
o
n
 an
d
 er
o
s
i
o
n
 co
n
t
r
o
l
 mu
s
t
 be
 ad
d
r
e
s
s
e
d
 in
 ac
c
o
r
d
a
n
c
e

wi
t
h
 NC
D
O
T
’
s
 ap
p
r
o
v
e
d
 pr
o
g
r
a
m
.

Pa
r
t
i
c
u
l
a
r
 at
t
e
n
t
i
o
n
 sh
o
u
l
d
 be
 gi
v
e
n

to
 de
s
i
g
n
 an
d
 in
s
t
a
l
l
a
t
i
o
n
 of
 ap
p
r
o
p
r
i
a
t
e
 pe
r
i
m
e
t
e
r
 se
d
i
m
e
n
t
 tr
a
p
p
i
n
g

de
v
i
c
e
s
 as
 we
l
l
 as
 st
a
b
l
e
 st
o
r
m
w
a
t
e
r
 co
n
v
e
y
a
n
c
e
s
 an
d
 ou
t
l
e
t
s
.

As
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 4.
4
.
2
 of
 th
e
 EA, an erosion and 
se
d
i
m
e
n
t
a
t
i
o
n
 co
n
t
r
o
l
 pl
a
n
 wi
l
l
 be
 developed prior to construction.  
Th
e
 pl
a
n
 wi
l
l
 be
 pr
e
p
a
r
e
d
 in
 ac
c
o
r
d
a
n
c
e
 with the NC Department of 
En
v
i
r
o
n
m
e
n
t
 an
d
 Na
t
u
r
a
l
 Re
s
o
u
r
c
e
s
 Division of Land Resource’s 
pu
b
l
i
c
a
t
i
o
n
 Er
o
s
i
o
n
 an
d
 Se
d
i
m
e
n
t
 Co
n
t
r
o
l
 Planning and Design 
(r
e
v
i
s
e
d
 Ma
y
 20
1
3
)
(
N
C
 Di
v
i
s
i
o
n
 of
 La
n
d
 Resources Web site:  
ht
t
p
:
/
/
p
o
r
t
a
l
.
n
c
d
e
n
r
.
o
r
g
/
w
e
b
/
l
r
/
e
r
o
s
i
o
n
) and the NCDOT’s Best 
Ma
n
a
g
e
m
e
n
t
 Pr
a
c
t
i
c
e
s
 fo
r
 th
e
 Pr
o
t
e
c
t
i
o
n
 of Surface Waters.  
NC
D
W
Q
’
s
 mo
s
t
 re
c
e
n
t
 ve
r
s
i
o
n
 of
 th
e
 Stormwater Best Management 
Pr
a
c
t
i
c
e
s
 Ma
n
u
a
l
 (N
C
D
W
Q
 We
b
 si
t
e
:

ht
t
p
:
/
/
p
o
r
t
a
l
.
n
c
d
e
n
r
.
o
r
g
/
w
e
b
/
w
q
/
e
s
/
s
u
/
b
m
p
‐manual) also will be 
ap
p
l
i
e
d
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 C – Agency Comments 
Ta
b
l
e
 C‐1:

Ag
e
n
c
y
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

AG
E
N
C
Y

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

2 
No
t
i
f
i
c
a
t
i
o
n
 of
 th
e
 pr
o
p
e
r
 re
g
i
o
n
a
l
 of
f
i
c
e
 is
 re
q
u
e
s
t
e
d
 if
 “o
r
p
h
a
n
”

un
d
e
r
g
r
o
u
n
d
 st
o
r
a
g
e
 ta
n
k
s
 (U
S
T
S
)
 ar
e
 di
s
c
o
v
e
r
e
d
 du
r
i
n
g
 an
y
 ex
c
a
v
a
t
i
o
n

op
e
r
a
t
i
o
n
.

NC
D
O
T
 wi
l
l
 no
t
i
f
y
 th
e
 DE
N
R
 Wi
n
s
t
o
n
‐Salem Regional Office if 
“o
r
p
h
a
n
”
 US
T
s
 ar
e
 di
s
c
o
v
e
r
e
d
.

A‐06

NC
D
E
N
R
 Di
v
i
s
i
o
n

of
 Wa
t
e
r
 Qu
a
l
i
t
y

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e

1 
Pr
o
j
e
c
t
 Sp
e
c
i
f
i
c
 Co
m
m
e
n
t
s
:

Li
t
t
l
e
 Al
a
m
a
n
c
e
 Cr
e
e
k
 an
d
 it
s
 un
n
a
m
e
d
 tr
i
b
u
t
a
r
i
e
s
 ar
e
 cl
a
s
s
 WS
I
V
;
 NS
W

wa
t
e
r
s
 of
 th
e
 St
a
t
e
.

NC
D
W
Q
 is
 ve
r
y
 co
n
c
e
r
n
e
d
 wi
t
h
 se
d
i
m
e
n
t
 an
d

er
o
s
i
o
n
 im
p
a
c
t
s
 th
a
t
 co
u
l
d
 re
s
u
l
t
 fr
o
m
 th
i
s
 pr
o
j
e
c
t
.

NC
D
W
Q

re
c
o
m
m
e
n
d
s
 th
a
t
 hi
g
h
l
y
 pr
o
t
e
c
t
i
v
e
 se
d
i
m
e
n
t
 an
d
 er
o
s
i
o
n
 co
n
t
r
o
l
 BM
P
s

be
 im
p
l
e
m
e
n
t
e
d
 to
 re
d
u
c
e
 th
e
 ri
s
k
 of
 nu
t
r
i
e
n
t
 ru
n
o
f
f
 to
 Li
t
t
l
e
 Al
a
m
a
n
c
e

Cr
e
e
k
 an
d
 it
s
 un
n
a
m
e
d
 tr
i
b
u
t
a
r
i
e
s
.

NC
D
W
Q
 re
q
u
e
s
t
s
 th
a
t
 ro
a
d
 de
s
i
g
n

pl
a
n
s
 pr
o
v
i
d
e
 tr
e
a
t
m
e
n
t
 of
 th
e
 st
o
r
m
 wa
t
e
r
 ru
n
o
f
f
 th
r
o
u
g
h
 be
s
t

ma
n
a
g
e
m
e
n
t
 pr
a
c
t
i
c
e
s
 as
 de
t
a
i
l
e
d
 in
 th
e
 mo
s
t
 re
c
e
n
t
 ve
r
s
i
o
n
 of

NC
D
W
Q
’
s
 St
o
r
m
w
a
t
e
r
 Be
s
t
 Ma
n
a
g
e
m
e
n
t
 Pr
a
c
t
i
c
e
s
. 
As
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 4.
4
.
2
 of
 th
e
 EA, an erosion and 
se
d
i
m
e
n
t
a
t
i
o
n
 co
n
t
r
o
l
 pl
a
n
 wi
l
l
 be
 developed prior to construction.  
Th
e
 pl
a
n
 wi
l
l
 be
 pr
e
p
a
r
e
d
 in
 ac
c
o
r
d
a
n
c
e
 with the NC Department of 
En
v
i
r
o
n
m
e
n
t
 an
d
 Na
t
u
r
a
l
 Re
s
o
u
r
c
e
s
 Division of Land Resource’s 
pu
b
l
i
c
a
t
i
o
n
 Er
o
s
i
o
n
 an
d
 Se
d
i
m
e
n
t
 Co
n
t
r
o
l
 Planning and Design 
(r
e
v
i
s
e
d
 Ma
y
 20
1
3
)
(
N
C
 Di
v
i
s
i
o
n
 of
 La
n
d
 Resources Web site:  
ht
t
p
:
/
/
p
o
r
t
a
l
.
n
c
d
e
n
r
.
o
r
g
/
w
e
b
/
l
r
/
e
r
o
s
i
o
n
) and the NCDOT’s Best 
Ma
n
a
g
e
m
e
n
t
 Pr
a
c
t
i
c
e
s
 fo
r
 th
e
 Pr
o
t
e
c
t
i
o
n
 of Surface Waters.  
NC
D
W
Q
’
s
 mo
s
t
 re
c
e
n
t
 ve
r
s
i
o
n
 of
 th
e
 Stormwater Best Management 
Pr
a
c
t
i
c
e
s
 Ma
n
u
a
l
 (N
C
D
W
Q
 We
b
 si
t
e
:

ht
t
p
:
/
/
p
o
r
t
a
l
.
n
c
d
e
n
r
.
o
r
g
/
w
e
b
/
w
q
/
e
s
/
s
u
/
b
m
p
‐manual) also will be 
ap
p
l
i
e
d
.

2 
Th
i
s
 pr
o
j
e
c
t
 is
 wi
t
h
i
n
 th
e
 Jo
r
d
a
n
 La
k
e
 Bu
f
f
e
r
 Ba
s
i
n
.

Ri
p
a
r
i
a
n
 bu
f
f
e
r

im
p
a
c
t
s
 sh
a
l
l
 be
 av
o
i
d
e
d
 an
d
 mi
n
i
m
i
z
e
d
 to
 th
e
 gr
e
a
t
e
s
t
 ex
t
e
n
t
 po
s
s
i
b
l
e

pu
r
s
u
a
n
t
 to
 15
A
 NC
A
C
 2B
 .0
2
6
7
.  
Ne
w
 de
v
e
l
o
p
m
e
n
t
 ac
t
i
v
i
t
i
e
s
 lo
c
a
t
e
d
 in

th
e
 pr
o
t
e
c
t
e
d
 50
‐fo
o
t
 wi
d
e
 ri
p
a
r
i
a
n
 ar
e
a
s
 wi
t
h
i
n
 th
e
 ba
s
i
n
 sh
a
l
l
 be

li
m
i
t
e
d
 to
 “u
s
e
s
”
 id
e
n
t
i
f
i
e
d
 an
d
 co
n
s
t
r
u
c
t
e
d
 in
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 NC
A
C

2B
 .0
2
6
7
.  
Bu
f
f
e
r
 mi
t
i
g
a
t
i
o
n
 ma
y
 be
 re
q
u
i
r
e
d
 fo
r
 bu
f
f
e
r
 im
p
a
c
t
s

re
s
u
l
t
i
n
g
 fr
o
m
 ac
t
i
v
i
t
i
e
s
 cl
a
s
s
i
f
i
e
d
 as
 “a
l
l
o
w
a
b
l
e
 wi
t
h
 mi
t
i
g
a
t
i
o
n
”
 wi
t
h
i
n

th
e
 “T
a
b
l
e
 of
 Us
e
s
”
 se
c
t
i
o
n
 of
 th
e
 Bu
f
f
e
r
 Ru
l
e
s
 or
 re
q
u
i
r
e
 a va
r
i
a
n
c
e

un
d
e
r
 th
e
 Bu
f
f
e
r
 Ru
l
e
s
.

A bu
f
f
e
r
 mi
t
i
g
a
t
i
o
n
 pl
a
n
,
 in
c
l
u
d
i
n
g
 us
e
 of
 th
e
 NC

Ec
o
s
y
s
t
e
m
 En
h
a
n
c
e
m
e
n
t
 Pr
o
g
r
a
m
,
 mu
s
t
 be
 pr
o
v
i
d
e
d
 to
 NC
D
W
Q
 pr
i
o
r

to
 ap
p
r
o
v
a
l
 of
 th
e
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
.

NC
D
O
T
 wi
l
l
 ob
t
a
i
n
 al
l
 re
q
u
i
r
e
d
 pe
r
m
i
t
s
 prior to Project construction 
an
d
 wi
l
l
 im
p
l
e
m
e
n
t
 mi
t
i
g
a
t
i
o
n
.

As
 discussed in Section 4.4.3 of the 
EA
,
 th
e
 pr
e
l
i
m
i
n
a
r
y
 de
s
i
g
n
 of
 th
e
 Pr
e
f
e
r
r
e
d
 Alternative will impact 
ap
p
r
o
x
i
m
a
t
e
l
y
 1.
0
8
 ac
r
e
s
 of
 ri
p
a
r
i
a
n
 buffer (0.62 acre of Zone 1 and 
0.
4
6
 ac
r
e
 of
 Zo
n
e
 2)
,
 wh
i
c
h
 is
 ab
o
v
e
 the one‐third acre of impact 
th
a
t
 re
q
u
i
r
e
s
 mi
t
i
g
a
t
i
o
n
.

Du
r
i
n
g
 fi
n
a
l
 de
s
i
g
n
,
 th
e
 am
o
u
n
t
 of
 buffer area required will be 
re
c
a
l
c
u
l
a
t
e
d
,
 an
d
 NC
D
O
T
 wi
l
l
 wo
r
k
 with NCDWQ to determine 
ap
p
r
o
p
r
i
a
t
e
 mi
t
i
g
a
t
i
o
n
.

3 
Al
l
 st
o
r
m
w
a
t
e
r
 ru
n
o
f
f
 sh
a
l
l
 be
 di
r
e
c
t
e
d
 as
 sh
e
e
t
f
l
o
w
 th
r
o
u
g
h
 st
r
e
a
m

bu
f
f
e
r
s
 at
 no
n
e
r
o
s
i
v
e
 ve
l
o
c
i
t
i
e
s
.

As
 no
t
e
d
 in
 Se
c
t
i
o
n
 3.
4
.
4
.
2
 of
 th
e
 EA
,
 the Jordan Lake Buffer Rules 
re
q
u
i
r
e
 di
f
f
u
s
e
 fl
o
w
 be
f
o
r
e
 st
o
r
m
w
a
t
e
r
 runoff enters the buffer area 
fr
o
m
 an
y
 ne
w
 di
t
c
h
 or
 ma
n
m
a
d
e
 co
n
v
e
y
a
n
c
e
.

4 
Ge
n
e
r
a
l
 Co
m
m
e
n
t
s
:

Th
e
 en
v
i
r
o
n
m
e
n
t
a
l
 do
c
u
m
e
n
t
 sh
o
u
l
d
 pr
o
v
i
d
e
 a de
t
a
i
l
e
d
 an
d
 it
e
m
i
z
e
d

pr
e
s
e
n
t
a
t
i
o
n
 of
 th
e
 pr
o
p
o
s
e
d
 im
p
a
c
t
s
 to
 we
t
l
a
n
d
s
 an
d
 st
r
e
a
m
s
 wi
t
h

co
r
r
e
s
p
o
n
d
i
n
g
 ma
p
p
i
n
g
.

If
 mi
t
i
g
a
t
i
o
n
 is
 ne
c
e
s
s
a
r
y
 as
 re
q
u
i
r
e
d
 by
 15
A

NC
A
C
 2H
.
0
5
0
6
(
h
)
,
 it
 is
 pr
e
f
e
r
a
b
l
e
 to
 pr
e
s
e
n
t
 a co
n
c
e
p
t
u
a
l
 (i
f
 no
t

fi
n
a
l
i
z
e
d
)
 mi
t
i
g
a
t
i
o
n
 pl
a
n
 wi
t
h
 th
e
 en
v
i
r
o
n
m
e
n
t
a
l
 do
c
u
m
e
n
t
a
t
i
o
n
.

Ap
p
r
o
p
r
i
a
t
e
 mi
t
i
g
a
t
i
o
n
 pl
a
n
s
 wi
l
l
 be
 re
q
u
i
r
e
d
 pr
i
o
r
 to
 is
s
u
a
n
c
e
 of
 a 40
1

Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
.

Se
c
t
i
o
n
 4.
4
.
3
 of
 th
e
 EA
 pr
o
v
i
d
e
s
 a de
t
a
i
l
e
d
 presentation of the 
po
t
e
n
t
i
a
l
 im
p
a
c
t
s
 to
 ju
r
i
s
d
i
c
t
i
o
n
a
l
 re
s
o
u
r
c
e
s
 for each build 
al
t
e
r
n
a
t
i
v
e
,
 in
c
l
u
d
i
n
g
 a ma
p
 (E
A
 Fi
g
u
r
e
s
 4‐1 and 4‐2).  The potential 
im
p
a
c
t
s
 to
 ju
r
i
s
d
i
c
t
i
o
n
a
l
 re
s
o
u
r
c
e
s
 fo
r
 the Preferred Alternative 
pr
e
l
i
m
i
n
a
r
y
 de
s
i
g
n
 ar
e
 0.
0
5
 ac
r
e
 of
 wetlands, 0.02 acre of ponds, 
an
d
 35
5
 li
n
e
a
r
 fe
e
t
 of
 st
r
e
a
m
.

As
 de
s
i
g
n
s
 are finalized impact 
es
t
i
m
a
t
e
s
 wi
l
l
 be
 fu
r
t
h
e
r
 re
f
i
n
e
d
.

An
 appropriate mitigation plan will 
be
 su
b
m
i
t
t
e
d
 to
 NC
D
W
Q
 an
d
 th
e
 US
A
C
E
 during the permitting 
ph
a
s
e
.

Fi
n
a
l
 de
t
e
r
m
i
n
a
t
i
o
n
s
 on
 co
m
p
e
n
s
a
t
o
r
y
 mitigation will be 
ma
d
e
 by
 th
e
 US
A
C
E
 an
d
 NC
D
W
Q
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 C – Agency Comments 
Ta
b
l
e
 C‐1:

Ag
e
n
c
y
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

AG
E
N
C
Y

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

A‐06

(c
o
n
t
i
n
u
e
d
)

NC
D
E
N
R
 Di
v
i
s
i
o
n

of
 Wa
t
e
r
 Qu
a
l
i
t
y

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e

5 
En
v
i
r
o
n
m
e
n
t
a
l
 im
p
a
c
t
 st
a
t
e
m
e
n
t
 al
t
e
r
n
a
t
i
v
e
s
 sh
a
l
l
 co
n
s
i
d
e
r
 de
s
i
g
n

cr
i
t
e
r
i
a
 th
a
t
 re
d
u
c
e
 th
e
 im
p
a
c
t
s
 to
 st
r
e
a
m
s
 an
d
 we
t
l
a
n
d
s
 fr
o
m

st
o
r
m
w
a
t
e
r
 ru
n
o
f
f
.

Th
e
s
e
 al
t
e
r
n
a
t
i
v
e
s
 sh
a
l
l
 in
c
l
u
d
e
 ro
a
d
 de
s
i
g
n
s
 th
a
t

al
l
o
w
 fo
r
 tr
e
a
t
m
e
n
t
 of
 th
e
 st
o
r
m
w
a
t
e
r
 ru
n
o
f
f
 th
r
o
u
g
h
 be
s
t

ma
n
a
g
e
m
e
n
t
 pr
a
c
t
i
c
e
s
 as
 de
t
a
i
l
e
d
 in
 th
e
 mo
s
t
 re
c
e
n
t
 ve
r
s
i
o
n
 of

NC
D
O
T
’
s
 St
o
r
m
w
a
t
e
r
 Be
s
t
 Ma
n
a
g
e
m
e
n
t
 Pr
a
c
t
i
c
e
s
 Ma
n
u
a
l
, su
c
h
 as

gr
a
s
s
e
d
 sw
a
l
e
s
,
 bu
f
f
e
r
 ar
e
a
s
,
 pr
e
f
o
r
m
e
d
 sc
o
u
r
 ho
l
e
s
,
 re
t
e
n
t
i
o
n
 ba
s
i
n
s
,

et
c
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
s
 1 an
d
 4 in this letter (A‐06). 

6 
Af
t
e
r
 th
e
 se
l
e
c
t
i
o
n
 of
 th
e
 pr
e
f
e
r
r
e
d
 al
t
e
r
n
a
t
i
v
e
 an
d
 pr
i
o
r
 to
 an
 is
s
u
a
n
c
e

of
 th
e
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
,
 th
e
 NC
D
O
T
 is
 re
s
p
e
c
t
f
u
l
l
y

re
m
i
n
d
e
d
 th
a
t
 th
e
y
 wi
l
l
 ne
e
d
 to
 de
m
o
n
s
t
r
a
t
e
 th
e
 av
o
i
d
a
n
c
e
 an
d

mi
n
i
m
i
z
a
t
i
o
n
 of
 im
p
a
c
t
s
 to
 we
t
l
a
n
d
s
 (a
n
d
 st
r
e
a
m
s
)
 to
 th
e
 ma
x
i
m
u
m

ex
t
e
n
t
 pr
a
c
t
i
c
a
l
.

In
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 th
e
 En
v
i
r
o
n
m
e
n
t
a
l
 Ma
n
a
g
e
m
e
n
t

Co
m
m
i
s
s
i
o
n
’
s
 Ru
l
e
s
 {1
5
A
 NC
A
C
 2H
.
0
5
0
6
(
h
)
}
,
 mi
t
i
g
a
t
i
o
n
 wi
l
l
 be
 re
q
u
i
r
e
d

fo
r
 im
p
a
c
t
s
 of
 gr
e
a
t
e
r
 th
a
n
 1 ac
r
e
 to
 we
t
l
a
n
d
s
.

In
 th
e
 ev
e
n
t
 th
a
t

mi
t
i
g
a
t
i
o
n
 is
 re
q
u
i
r
e
d
,
 th
e
 mi
t
i
g
a
t
i
o
n
 pl
a
n
 sh
a
l
l
 be
 de
s
i
g
n
e
d
 to
 re
p
l
a
c
e

ap
p
r
o
p
r
i
a
t
e
 lo
s
t
 fu
n
c
t
i
o
n
s
 an
d
 va
l
u
e
s
.

Th
e
 NC
 Ec
o
s
y
s
t
e
m
 En
h
a
n
c
e
m
e
n
t

Pr
o
g
r
a
m
 ma
y
 be
 av
a
i
l
a
b
l
e
 fo
r
 us
e
 as
 we
t
l
a
n
d
 mi
t
i
g
a
t
i
o
n
.

Av
o
i
d
a
n
c
e
 an
d
 mi
n
i
m
i
z
a
t
i
o
n
 me
a
s
u
r
e
s
 were incorporated into the 
pr
e
l
i
m
i
n
a
r
y
 en
g
i
n
e
e
r
i
n
g
 de
s
i
g
n
s
 fo
r
 the build alternatives, as 
di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 4.
4
.
3
 of
 th
e
 EA
.
  During the final design and 
pe
r
m
i
t
t
i
n
g
 ph
a
s
e
s
,
 ad
d
i
t
i
o
n
a
l
 op
p
o
r
t
u
n
i
t
i
e
s
 for avoidance and 
mi
n
i
m
i
z
a
t
i
o
n
 wi
l
l
 be
 in
v
e
s
t
i
g
a
t
e
d
.

The NCDOT will work with 
NC
D
W
Q
 an
d
 th
e
 US
A
C
E
 to
 id
e
n
t
i
f
y
 and provide all required 
mi
t
i
g
a
t
i
o
n
 to
 sa
t
i
s
f
y
 co
m
p
e
n
s
a
t
o
r
y
 mitigation requirements for this 
Pr
o
j
e
c
t
.

7 
In
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 th
e
 En
v
i
r
o
n
m
e
n
t
a
l
 Ma
n
a
g
e
m
e
n
t
 Co
m
m
i
s
s
i
o
n
’
s
 Ru
l
e
s

{1
5
A
 NC
A
C
 2H
.
0
5
0
6
(
h
)
}
,
 mi
t
i
g
a
t
i
o
n
 wi
l
l
 be
 re
q
u
i
r
e
d
 fo
r
 im
p
a
c
t
s
 of

gr
e
a
t
e
r
 th
a
n
 15
0
 li
n
e
a
r
 fe
e
t
 to
 an
y
 si
n
g
l
e
 st
r
e
a
m
.

In
 th
e
 ev
e
n
t
 th
a
t

mi
t
i
g
a
t
i
o
n
 is
 re
q
u
i
r
e
d
,
 th
e
 mi
t
i
g
a
t
i
o
n
 pl
a
n
 sh
a
l
l
 be
 de
s
i
g
n
e
d
 to
 re
p
l
a
c
e

ap
p
r
o
p
r
i
a
t
e
 lo
s
t
 fu
n
c
t
i
o
n
s
 an
d
 va
l
u
e
s
.

Th
e
 NC
 Ec
o
s
y
s
t
e
m
 En
h
a
n
c
e
m
e
n
t

Pr
o
g
r
a
m
 ma
y
 be
 av
a
i
l
a
b
l
e
 fo
r
 us
e
 as
 st
r
e
a
m
 mi
t
i
g
a
t
i
o
n
.

St
r
e
a
m
 im
p
a
c
t
s
 ba
s
e
d
 on
 th
e
 pr
e
l
i
m
i
n
a
r
y
 designs are detailed in 
Ta
b
l
e
 4‐5 in
 Se
c
t
i
o
n
 4.
4
.
3
 of
 th
e
 EA
.
  Two streams would be 
im
p
a
c
t
e
d
 by
 th
e
 Pr
e
f
e
r
r
e
d
 Al
t
e
r
n
a
t
i
v
e
:
  148 linear feet of 
in
t
e
r
m
i
t
t
e
n
t
 St
r
e
a
m
 SF
 an
d
 20
7
 li
n
e
a
r
 feet of perennial Stream SB.  
Im
p
a
c
t
s
 wi
l
l
 be
 re
c
a
l
c
u
l
a
t
e
d
 fo
r
 th
e
 final design.  The NCDOT will 
wo
r
k
 wi
t
h
 NC
D
W
Q
 an
d
 th
e
 US
A
C
E
 during the permitting phase to 
id
e
n
t
i
f
y
 an
d
 pr
o
v
i
d
e
 al
l
 re
q
u
i
r
e
d
 mi
t
i
g
a
t
i
o
n
 to satisfy compensatory 
mi
t
i
g
a
t
i
o
n
 re
q
u
i
r
e
m
e
n
t
s
 fo
r
 th
i
s
 Pr
o
j
e
c
t
.

8 
Fu
t
u
r
e
 do
c
u
m
e
n
t
a
t
i
o
n
,
 in
c
l
u
d
i
n
g
 th
e
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n

Ap
p
l
i
c
a
t
i
o
n
,
 sh
a
l
l
 co
n
t
i
n
u
e
 to
 in
c
l
u
d
e
 an
 it
e
m
i
z
e
d
 li
s
t
i
n
g
 of
 th
e
 pr
o
p
o
s
e
d

we
t
l
a
n
d
 an
d
 st
r
e
a
m
 im
p
a
c
t
s
 wi
t
h
 co
r
r
e
s
p
o
n
d
i
n
g
 ma
p
p
i
n
g
.

NC
D
O
T
 wi
l
l
 co
n
t
i
n
u
e
 to
 pr
o
v
i
d
e
 an
 itemized listing of jurisdictional 
re
s
o
u
r
c
e
 im
p
a
c
t
s
 th
r
o
u
g
h
 th
e
 pe
r
m
i
t
t
i
n
g
 phase of the Project. 

9 
NC
D
W
Q
 is
 ve
r
y
 co
n
c
e
r
n
e
d
 wi
t
h
 se
d
i
m
e
n
t
 an
d
 er
o
s
i
o
n
 im
p
a
c
t
s
 th
a
t

co
u
l
d
 re
s
u
l
t
 fr
o
m
 th
i
s
 pr
o
j
e
c
t
.

NC
D
O
T
 sh
a
l
l
 ad
d
r
e
s
s
 th
e
s
e
 co
n
c
e
r
n
s
 by

de
s
c
r
i
b
i
n
g
 th
e
 po
t
e
n
t
i
a
l
 im
p
a
c
t
s
 th
a
t
 ma
y
 oc
c
u
r
 to
 th
e
 aq
u
a
t
i
c

en
v
i
r
o
n
m
e
n
t
s
 an
d
 an
y
 mi
t
i
g
a
t
i
n
g
 fa
c
t
o
r
s
 th
a
t
 wo
u
l
d
 re
d
u
c
e
 th
e
 im
p
a
c
t
s
.

Se
c
t
i
o
n
 4.
4
.
1
 of
 th
e
 EA
 di
s
c
u
s
s
e
s
 po
t
e
n
t
i
a
l
 impacts to the aquatic 
en
v
i
r
o
n
m
e
n
t
.

Im
p
a
c
t
s
 wi
l
l
 be
 mi
n
i
m
i
z
e
d
 by the implementation of 
st
r
i
n
g
e
n
t
 er
o
s
i
o
n
 co
n
t
r
o
l
 me
a
s
u
r
e
s
.
  See response to Comment 1 in 
th
i
s
 le
t
t
e
r
 (A
‐06
)
.

10

An
 an
a
l
y
s
i
s
 of
 cu
m
u
l
a
t
i
v
e
 an
d
 se
c
o
n
d
a
r
y
 im
p
a
c
t
s
 an
t
i
c
i
p
a
t
e
d
 as
 a re
s
u
l
t

of
 th
i
s
 pr
o
j
e
c
t
 is
 re
q
u
i
r
e
d
.

Th
e
 ty
p
e
 an
d
 de
t
a
i
l
 of
 an
a
l
y
s
i
s
 sh
a
l
l
 co
n
f
o
r
m

to
 th
e
 NC
 Di
v
i
s
i
o
n
 of
 Wa
t
e
r
 Qu
a
l
i
t
y
 Po
l
i
c
y
 on
 th
e
 as
s
e
s
s
m
e
n
t
 of

se
c
o
n
d
a
r
y
 an
d
 cu
m
u
l
a
t
i
v
e
 im
p
a
c
t
s
 da
t
e
d
 Ap
r
i
l
 10
,
 20
0
4
.

In
d
i
r
e
c
t
 an
d
 cu
m
u
l
a
t
i
v
e
 ef
f
e
c
t
s
 ar
e
 discussed in Section 4.5 of the 
EA
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 C – Agency Comments 
Ta
b
l
e
 C‐1:

Ag
e
n
c
y
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

AG
E
N
C
Y

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

A‐06

(c
o
n
t
i
n
u
e
d
)

NC
D
E
N
R
 Di
v
i
s
i
o
n

of
 Wa
t
e
r
 Qu
a
l
i
t
y

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e

11

NC
D
O
T
 is
 re
s
p
e
c
t
f
u
l
l
y
 re
m
i
n
d
e
d
 th
a
t
 al
l
 im
p
a
c
t
s
,
 in
c
l
u
d
i
n
g
 bu
t
 no
t

li
m
i
t
e
d
 to
,
 br
i
d
g
i
n
g
,
 fi
l
l
,
 ex
c
a
v
a
t
i
o
n
 an
d
 cl
e
a
r
i
n
g
,
 an
d
 ri
p
 ra
p
 to

ju
r
i
s
d
i
c
t
i
o
n
a
l
 we
t
l
a
n
d
s
,
 st
r
e
a
m
s
,
 an
d
 ri
p
a
r
i
a
n
 bu
f
f
e
r
s
 ne
e
d
 to
 be

in
c
l
u
d
e
d
 in
 th
e
 fi
n
a
l
 im
p
a
c
t
 ca
l
c
u
l
a
t
i
o
n
s
.

Th
e
s
e
 im
p
a
c
t
s
,
 in
 ad
d
i
t
i
o
n
 to

an
y
 co
n
s
t
r
u
c
t
i
o
n
 im
p
a
c
t
s
,
 te
m
p
o
r
a
r
y
 or
 ot
h
e
r
w
i
s
e
,
 al
s
o
 ne
e
d
 to
 be

in
c
l
u
d
e
d
 as
 pa
r
t
 of
 th
e
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
 Ap
p
l
i
c
a
t
i
o
n
.

Al
l
 Pr
o
j
e
c
t
 im
p
a
c
t
s
 to
 ju
r
i
s
d
i
c
t
i
o
n
a
l
 resources, including short‐term 
co
n
s
t
r
u
c
t
i
o
n
 im
p
a
c
t
s
,
 wi
l
l
 be
 in
c
l
u
d
e
d
 in the final impact calculations 
pr
o
v
i
d
e
d
 in
 th
e
 pe
r
m
i
t
 ap
p
l
i
c
a
t
i
o
n
s
.

12

Wh
e
r
e
 st
r
e
a
m
s
 mu
s
t
 be
 cr
o
s
s
e
d
,
 NC
D
W
Q
 pr
e
f
e
r
s
 br
i
d
g
e
s
 be
 us
e
d
 in
 li
e
u

of
 cu
l
v
e
r
t
s
.

Ho
w
e
v
e
r
,
 we
 re
a
l
i
z
e
 th
a
t
 ec
o
n
o
m
i
c
 co
n
s
i
d
e
r
a
t
i
o
n
s
 of
t
e
n

re
q
u
i
r
e
 th
e
 us
e
 of
 cu
l
v
e
r
t
s
.

Pl
e
a
s
e
 be
 ad
v
i
s
e
d
 th
a
t
 cu
l
v
e
r
t
s
 sh
o
u
l
d
 be

co
u
n
t
e
r
s
u
n
k
 to
 al
l
o
w
 un
i
m
p
e
d
e
d
 pa
s
s
a
g
e
 by
 fi
s
h
 an
d
 ot
h
e
r
 aq
u
a
t
i
c

or
g
a
n
i
s
m
s
.

Mo
r
e
o
v
e
r
,
 in
 ar
e
a
s
 wh
e
r
e
 hi
g
h
 qu
a
l
i
t
y
 we
t
l
a
n
d
s
 or
 st
r
e
a
m
s

ar
e
 im
p
a
c
t
e
d
,
 a br
i
d
g
e
 ma
y
 pr
o
v
e
 pr
e
f
e
r
a
b
l
e
.

Wh
e
n
 ap
p
l
i
c
a
b
l
e
,
 NC
D
O
T

sh
o
u
l
d
 no
t
 in
s
t
a
l
l
 th
e
 br
i
d
g
e
 be
n
t
s
 in
 th
e
 cr
e
e
k
,
 to
 th
e
 ma
x
i
m
u
m
 ex
t
e
n
t

po
s
s
i
b
l
e
.

Cu
l
v
e
r
t
s
 ar
e
 pr
o
p
o
s
e
d
 at
 th
e
 tw
o
 st
r
e
a
m
s
 crossed by the Preferred 
Al
t
e
r
n
a
t
i
v
e
.

Cu
l
v
e
r
t
s
 wi
l
l
 be
 bu
r
i
e
d
 in accordance with the NCDOT 
Hy
d
r
a
u
l
i
c
 Un
i
t
’
s
 st
a
n
d
a
r
d
s
 an
d
 gu
i
d
e
l
i
n
e
s
.
  Drainage structures and 
cr
o
s
s
i
n
g
s
 wi
l
l
 be
 re
v
i
e
w
e
d
 by
 th
e
 NC
D
W
Q
 and USACE during the 
pe
r
m
i
t
t
i
n
g
 pr
o
c
e
s
s
.

13

Wh
e
n
e
v
e
r
 po
s
s
i
b
l
e
,
 NC
D
W
Q
 pr
e
f
e
r
s
 sp
a
n
n
i
n
g
 st
r
u
c
t
u
r
e
s
.

Sp
a
n
n
i
n
g

st
r
u
c
t
u
r
e
s
 us
u
a
l
l
y
 do
 no
t
 re
q
u
i
r
e
 wo
r
k
 wi
t
h
i
n
 th
e
 st
r
e
a
m
 or
 gr
u
b
b
i
n
g
 of

th
e
 st
r
e
a
m
b
a
n
k
s
 an
d
 do
 no
t
 re
q
u
i
r
e
 st
r
e
a
m
 ch
a
n
n
e
l
 re
a
l
i
g
n
m
e
n
t
.

Th
e

ho
r
i
z
o
n
t
a
l
 an
d
 ve
r
t
i
c
a
l
 cl
e
a
r
a
n
c
e
s
 pr
o
v
i
d
e
d
 by
 br
i
d
g
e
s
 sh
a
l
l
 al
l
o
w
 fo
r

hu
m
a
n
 an
d
 wi
l
d
l
i
f
e
 pa
s
s
a
g
e
 be
n
e
a
t
h
 th
e
 st
r
u
c
t
u
r
e
.

Fi
s
h
 pa
s
s
a
g
e
 an
d

na
v
i
g
a
t
i
o
n
 by
 ca
n
o
e
i
s
t
s
 an
d
 bo
a
t
e
r
s
 sh
a
l
l
 no
t
 be
 bl
o
c
k
e
d
.

Br
i
d
g
e

su
p
p
o
r
t
s
 (b
e
n
t
s
)
 sh
o
u
l
d
 no
t
 be
 pl
a
c
e
d
 in
 th
e
 st
r
e
a
m
 wh
e
n
 po
s
s
i
b
l
e
.

Cu
l
v
e
r
t
s
 ar
e
 pr
o
p
o
s
e
d
 at
 th
e
 tw
o
 st
r
e
a
m
s
 crossed by the Preferred 
Al
t
e
r
n
a
t
i
v
e
.

Ne
i
t
h
e
r
 st
r
e
a
m
 is
 na
v
i
g
a
b
l
e
 by canoeists or boaters. 
Dr
a
i
n
a
g
e
 st
r
u
c
t
u
r
e
s
 an
d
 cr
o
s
s
i
n
g
s
 will be reviewed by the NCDWQ 
an
d
 US
A
C
E
 du
r
i
n
g
 th
e
 pe
r
m
i
t
t
i
n
g
 pr
o
c
e
s
s
.

14

Br
i
d
g
e
 de
c
k
 dr
a
i
n
s
 sh
a
l
l
 no
t
 di
s
c
h
a
r
g
e
 di
r
e
c
t
l
y
 in
t
o
 th
e
 st
r
e
a
m
.

St
o
r
m
w
a
t
e
r
 sh
a
l
l
 be
 di
r
e
c
t
e
d
 ac
r
o
s
s
 th
e
 br
i
d
g
e
 an
d
 pr
e
‐tr
e
a
t
e
d
 th
r
o
u
g
h

si
t
e
‐ap
p
r
o
p
r
i
a
t
e
 me
a
n
s
 (g
r
a
s
s
e
d
 sw
a
l
e
s
,
 pr
e
‐fo
r
m
e
d
 sc
o
u
r
 ho
l
e
s
,

ve
g
e
t
a
t
e
d
 bu
f
f
e
r
s
,
 et
c
.
)
 be
f
o
r
e
 en
t
e
r
i
n
g
 th
e
 st
r
e
a
m
.

Pl
e
a
s
e
 re
f
e
r
 to
 th
e

mo
s
t
 cu
r
r
e
n
t
 ve
r
s
i
o
n
 of
 NC
D
O
T
’
s
 St
o
r
m
w
a
t
e
r
 Be
s
t
 Ma
n
a
g
e
m
e
n
t

Pr
a
c
t
i
c
e
s
.  

Th
e
 pr
o
p
o
s
e
d
 gr
a
d
e
 se
p
a
r
a
t
i
o
n
 br
i
d
g
e
 is over railroad tracks.  
Cu
l
v
e
r
t
s
 ar
e
 pr
o
p
o
s
e
d
 at
 th
e
 tw
o
 st
r
e
a
m
s
 crossed by the Preferred 
Al
t
e
r
n
a
t
i
v
e
.

15

Se
d
i
m
e
n
t
 an
d
 er
o
s
i
o
n
 co
n
t
r
o
l
 me
a
s
u
r
e
s
 sh
o
u
l
d
 no
t
 be
 pl
a
c
e
d
 in

we
t
l
a
n
d
s
 or
 st
r
e
a
m
s
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 th
i
s
 letter (A‐06). 

16

Bo
r
r
o
w
/
w
a
s
t
e
 ar
e
a
s
 sh
o
u
l
d
 av
o
i
d
 we
t
l
a
n
d
s
 to
 th
e
 ma
x
i
m
u
m
 ex
t
e
n
t

pr
a
c
t
i
c
a
l
.

Im
p
a
c
t
s
 to
 we
t
l
a
n
d
 in
 bo
r
r
o
w
/
w
a
s
t
e
 ar
e
a
s
 wi
l
l
 ne
e
d
 to
 be

pr
e
s
e
n
t
e
d
 in
 th
e
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
 an
d
 co
u
l
d
 pr
e
c
i
p
i
t
a
t
e

co
m
p
e
n
s
a
t
o
r
y
 mi
t
i
g
a
t
i
o
n
.

Th
e
 co
n
t
r
a
c
t
o
r
 wi
l
l
 be
 re
q
u
i
r
e
d
 to
 ac
q
u
i
r
e
 applicable permits relative 
to
 bo
r
r
o
w
 pi
t
s
,
 if
 ne
e
d
e
d
,
 an
d
 to
 co
m
p
l
y
 with requirements for 
bo
r
r
o
w
 pi
t
s
,
 de
w
a
t
e
r
i
n
g
,
 an
d
 an
y
 te
m
p
o
r
a
r
y
 work conducted in 
ju
r
i
s
d
i
c
t
i
o
n
a
l
 ar
e
a
s
.

17

Th
e
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
 ap
p
l
i
c
a
t
i
o
n
 wi
l
l
 ne
e
d
 to
 sp
e
c
i
f
i
c
a
l
l
y

ad
d
r
e
s
s
 th
e
 pr
o
p
o
s
e
d
 me
t
h
o
d
s
 fo
r
 st
o
r
m
w
a
t
e
r
 ma
n
a
g
e
m
e
n
t
.

Mo
r
e

sp
e
c
i
f
i
c
a
l
l
y
,
 st
o
r
m
w
a
t
e
r
 sh
a
l
l
 no
t
 be
 pe
r
m
i
t
t
e
d
 to
 di
s
c
h
a
r
g
e
 di
r
e
c
t
l
y
 in
t
o

st
r
e
a
m
s
 or
 su
r
f
a
c
e
 wa
t
e
r
s
.

Th
e
 Se
c
t
i
o
n
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
 application will include 
pr
o
p
o
s
e
d
 me
t
h
o
d
s
 fo
r
 st
o
r
m
w
a
t
e
r
 management.  Appropriate 
dr
a
i
n
a
g
e
 st
r
u
c
t
u
r
e
s
,
 su
c
h
 as
 bu
t
 no
t
 limited to culverts and ditches, 
wi
l
l
 be
 in
c
l
u
d
e
d
 as
 pa
r
t
 of
 th
e
 Pr
o
j
e
c
t
 design in accordance with 
NC
D
O
T
 st
a
n
d
a
r
d
s
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 C – Agency Comments 
Ta
b
l
e
 C‐1:

Ag
e
n
c
y
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

AG
E
N
C
Y

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

A‐06

(c
o
n
t
i
n
u
e
d
)

NC
D
E
N
R
 Di
v
i
s
i
o
n

of
 Wa
t
e
r
 Qu
a
l
i
t
y

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e

18

Ba
s
e
d
 on
 th
e
 in
f
o
r
m
a
t
i
o
n
 pr
e
s
e
n
t
e
d
 in
 th
e
 do
c
u
m
e
n
t
,
 th
e
 ma
g
n
i
t
u
d
e
 of

im
p
a
c
t
s
 to
 we
t
l
a
n
d
s
 an
d
 st
r
e
a
m
s
 ma
y
 re
q
u
i
r
e
 an
 In
d
i
v
i
d
u
a
l
 ap
p
l
i
c
a
t
i
o
n

to
 th
e
 Co
r
p
s
 of
 En
g
i
n
e
e
r
s
 an
d
 co
r
r
e
s
p
o
n
d
i
n
g
 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y

Ce
r
t
i
f
i
c
a
t
i
o
n
.

Pl
e
a
s
e
 be
 ad
v
i
s
e
d
 th
a
t
 a 40
1
 Wa
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n

re
q
u
i
r
e
s
 sa
t
i
s
f
a
c
t
o
r
y
 pr
o
t
e
c
t
i
o
n
 of
 wa
t
e
r
 qu
a
l
i
t
y
 to
 en
s
u
r
e
 th
a
t
 wa
t
e
r

qu
a
l
i
t
y
 st
a
n
d
a
r
d
s
 ar
e
 me
t
 an
d
 no
 we
t
l
a
n
d
 or
 st
r
e
a
m
 us
e
s
 ar
e
 lo
s
t
.

Fi
n
a
l

pe
r
m
i
t
 au
t
h
o
r
i
z
a
t
i
o
n
 wi
l
l
 re
q
u
i
r
e
 th
e
 su
b
m
i
t
t
a
l
 of
 a fo
r
m
a
l
 ap
p
l
i
c
a
t
i
o
n

by
 th
e
 NC
D
O
T
 an
d
 wr
i
t
t
e
n
 co
n
c
u
r
r
e
n
c
e
 fr
o
m
 NC
D
W
Q
.

Pl
e
a
s
e
 be
 aw
a
r
e

th
a
t
 an
y
 ap
p
r
o
v
a
l
 wi
l
l
 be
 co
n
t
i
n
g
e
n
t
 on
 ap
p
r
o
p
r
i
a
t
e
 av
o
i
d
a
n
c
e
 an
d

mi
n
i
m
i
z
a
t
i
o
n
 of
 we
t
l
a
n
d
 an
d
 st
r
e
a
m
 im
p
a
c
t
s
 to
 th
e
 ma
x
i
m
u
m
 ex
t
e
n
t

pr
a
c
t
i
c
a
l
,
 th
e
 de
v
e
l
o
p
m
e
n
t
 of
 an
 ac
c
e
p
t
a
b
l
e
 st
o
r
m
w
a
t
e
r
 ma
n
a
g
e
m
e
n
t

pl
a
n
,
 an
d
 th
e
 in
c
l
u
s
i
o
n
 of
 ap
p
r
o
p
r
i
a
t
e
 mi
t
i
g
a
t
i
o
n
 pl
a
n
s
 wh
e
r
e

ap
p
r
o
p
r
i
a
t
e
.

NC
D
O
T
 wi
l
l
 ob
t
a
i
n
 al
l
 ap
p
l
i
c
a
b
l
e
 pe
r
m
i
t
s
,
 including the Section 
40
1
W
a
t
e
r
 Qu
a
l
i
t
y
 Ce
r
t
i
f
i
c
a
t
i
o
n
 an
d
 the Section 404 permit.   

19

If
 co
n
c
r
e
t
e
 is
 us
e
d
 du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
,
 a dr
y
 wo
r
k
 ar
e
a
 sh
a
l
l
 be

ma
i
n
t
a
i
n
e
d
 to
 pr
e
v
e
n
t
 di
r
e
c
t
 co
n
t
a
c
t
 be
t
w
e
e
n
 cu
r
i
n
g
 co
n
c
r
e
t
e
 an
d

st
r
e
a
m
 wa
t
e
r
.

Wa
t
e
r
 th
a
t
 in
a
d
v
e
r
t
e
n
t
l
y
 co
n
t
a
c
t
s
 un
c
u
r
e
d
 co
n
c
r
e
t
e
 sh
a
l
l

no
t
 be
 di
s
c
h
a
r
g
e
d
 to
 su
r
f
a
c
e
 wa
t
e
r
s
 du
e
 to
 th
e
 po
t
e
n
t
i
a
l
 fo
r
 el
e
v
a
t
e
d
 pH

an
d
 po
s
s
i
b
l
e
 aq
u
a
t
i
c
 li
f
e
 an
d
 fi
s
h
 ki
l
l
s
.

Al
l
 cu
r
r
e
n
t
l
y
 ap
p
r
o
v
e
d
 be
s
t
 ma
n
a
g
e
m
e
n
t
 practices for erosion and 
se
d
i
m
e
n
t
a
t
i
o
n
 co
n
t
r
o
l
 wi
l
l
 be
 in
c
l
u
d
e
d
 in the approved erosion and 
se
d
i
m
e
n
t
a
t
i
o
n
 co
n
t
r
o
l
 pl
a
n
 an
d
 wi
l
l
 be implemented during Project 
co
n
s
t
r
u
c
t
i
o
n
.

20

If
 te
m
p
o
r
a
r
y
 ac
c
e
s
s
 ro
a
d
s
 or
 de
t
o
u
r
s
 ar
e
 co
n
s
t
r
u
c
t
e
d
,
 th
e
 si
t
e
 sh
a
l
l
 be

gr
a
d
e
d
 to
 it
s
 pr
e
c
o
n
s
t
r
u
c
t
i
o
n
 co
n
t
o
u
r
s
 an
d
 el
e
v
a
t
i
o
n
s
.

Di
s
t
u
r
b
e
d
 ar
e
a
s

sh
a
l
l
 be
 se
e
d
e
d
 or
 mu
l
c
h
e
d
 to
 st
a
b
i
l
i
z
e
 th
e
 so
i
l
 an
d
 ap
p
r
o
p
r
i
a
t
e
 na
t
i
v
e

wo
o
d
y
 sp
e
c
i
e
s
 sh
a
l
l
 be
 pl
a
n
t
e
d
.

Wh
e
n
 us
i
n
g
 te
m
p
o
r
a
r
y
 st
r
u
c
t
u
r
e
s
 th
e

ar
e
a
 sh
a
l
l
 be
 cl
e
a
r
e
d
 bu
t
 no
t
 gr
u
b
b
e
d
.

Cl
e
a
r
i
n
g
 th
e
 ar
e
a
 wi
t
h
 ch
a
i
n

sa
w
s
,
 mo
w
e
r
s
,
 bu
s
h
‐ho
g
s
,
 or
 ot
h
e
r
 me
c
h
a
n
i
z
e
d
 eq
u
i
p
m
e
n
t
 an
d
 le
a
v
i
n
g

th
e
 st
u
m
p
s
 an
d
 ro
o
t
 ma
t
 in
t
a
c
t
 al
l
o
w
s
 th
e
 ar
e
a
 to
 re
‐ve
g
e
t
a
t
e
 na
t
u
r
a
l
l
y

an
d
 mi
n
i
m
i
z
e
s
 so
i
l
 di
s
t
u
r
b
a
n
c
e
.

Te
m
p
o
r
a
r
y
 ac
c
e
s
s
 ro
a
d
s
 an
d
 ha
u
l
 ro
a
d
s
,
 other than public roads, 
co
n
s
t
r
u
c
t
e
d
 or
 us
e
d
 in
 co
n
n
e
c
t
i
o
n
 with the Project shall be 
co
n
s
i
d
e
r
e
d
 a pa
r
t
 of
 th
e
 Pr
o
j
e
c
t
 an
d
 addressed in the erosion and 
se
d
i
m
e
n
t
a
t
i
o
n
 co
n
t
r
o
l
 pl
a
n
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 C – Agency Comments 
Ta
b
l
e
 C‐1:

Ag
e
n
c
y
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

AG
E
N
C
Y

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

A‐06

(c
o
n
t
i
n
u
e
d
)

NC
D
E
N
R
 Di
v
i
s
i
o
n

of
 Wa
t
e
r
 Qu
a
l
i
t
y

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e

21

Un
l
e
s
s
 ot
h
e
r
w
i
s
e
 au
t
h
o
r
i
z
e
d
,
 pl
a
c
e
m
e
n
t
 of
 cu
l
v
e
r
t
s
 an
d
 ot
h
e
r
 st
r
u
c
t
u
r
e
s

in
 wa
t
e
r
s
 an
d
 st
r
e
a
m
s
 sh
a
l
l
 be
 pl
a
c
e
d
 be
l
o
w
 th
e
 el
e
v
a
t
i
o
n
 of
 th
e

st
r
e
a
m
b
e
d
 by
 on
e
 fo
o
t
 fo
r
 al
l
 cu
l
v
e
r
t
s
 wi
t
h
 a di
a
m
e
t
e
r
 gr
e
a
t
e
r
 th
a
n
 48

in
c
h
e
s
,
 an
d
 20
 pe
r
c
e
n
t
 of
 th
e
 cu
l
v
e
r
t
 di
a
m
e
t
e
r
 fo
r
 cu
l
v
e
r
t
s
 ha
v
i
n
g
 a 
di
a
m
e
t
e
r
 le
s
s
 th
a
n
 48
 in
c
h
e
s
,
 to
 al
l
o
w
 lo
w
 fl
o
w
 pa
s
s
a
g
e
 of
 wa
t
e
r
 an
d

aq
u
a
t
i
c
 li
f
e
.

De
s
i
g
n
 an
d
 pl
a
c
e
m
e
n
t
 of
 cu
l
v
e
r
t
s
 an
d
 ot
h
e
r
 st
r
u
c
t
u
r
e
s

in
c
l
u
d
i
n
g
 te
m
p
o
r
a
r
y
 er
o
s
i
o
n
 co
n
t
r
o
l
 me
a
s
u
r
e
s
 sh
a
l
l
 no
t
 be
 co
n
d
u
c
t
e
d
 in

a ma
n
n
e
r
 th
a
t
 ma
y
 re
s
u
l
t
 in
 di
s
‐eq
u
i
l
i
b
r
i
u
m
 of
 we
t
l
a
n
d
s
 or
 st
r
e
a
m
b
e
d
s

or
 ba
n
k
s
,
 ad
j
a
c
e
n
t
 to
 or
 up
s
t
r
e
a
m
 an
d
 do
w
n
s
t
r
e
a
m
 of
 th
e
 ab
o
v
e

st
r
u
c
t
u
r
e
s
.

Th
e
 ap
p
l
i
c
a
n
t
 is
 re
q
u
i
r
e
d
 to
 pr
o
v
i
d
e
 ev
i
d
e
n
c
e
 th
a
t
 th
e

eq
u
i
l
i
b
r
i
u
m
 is
 be
i
n
g
 ma
i
n
t
a
i
n
e
d
 if
 re
q
u
e
s
t
e
d
 in
 wr
i
t
i
n
g
 by
 NC
D
W
Q
.

If

th
i
s
 co
n
d
i
t
i
o
n
 is
 un
a
b
l
e
 to
 be
 me
t
 du
e
 to
 be
d
r
o
c
k
 or
 ot
h
e
r
 li
m
i
t
i
n
g

fe
a
t
u
r
e
s
 en
c
o
u
n
t
e
r
e
d
 du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
,
 pl
e
a
s
e
 co
n
t
a
c
t
 NC
D
W
Q
 fo
r

gu
i
d
a
n
c
e
 on
 ho
w
 to
 pr
o
c
e
e
d
 an
d
 to
 de
t
e
r
m
i
n
e
 wh
e
t
h
e
r
 or
 no
t
 a pe
r
m
i
t

mo
d
i
f
i
c
a
t
i
o
n
 wi
l
l
 be
 re
q
u
i
r
e
d
.

Cu
l
v
e
r
t
s
 wi
l
l
 be
 bu
r
i
e
d
 in
 ac
c
o
r
d
a
n
c
e
 with the NCDOT Hydraulic 
Un
i
t
’
s
 st
a
n
d
a
r
d
s
 an
d
 gu
i
d
e
l
i
n
e
s
.

Dr
a
i
n
a
g
e
 structures and crossings 
wi
l
l
 be
 re
v
i
e
w
e
d
 by
 th
e
 NC
D
W
Q
 an
d
 USACE during the permitting 
pr
o
c
e
s
s
.

22

If
 mu
l
t
i
p
l
e
 pi
p
e
s
 or
 ba
r
r
e
l
s
 ar
e
 re
q
u
i
r
e
d
,
 th
e
y
 sh
a
l
l
 be
 de
s
i
g
n
e
d
 to
 mi
m
i
c

th
e
 na
t
u
r
a
l
 st
r
e
a
m
 cr
o
s
s
 se
c
t
i
o
n
 as
 cl
o
s
e
l
y
 as
 po
s
s
i
b
l
e
 in
c
l
u
d
i
n
g
 pi
p
e
s
 or

ba
r
r
e
l
s
 at
 fl
o
o
d
p
l
a
i
n
 el
e
v
a
t
i
o
n
,
 fl
o
o
d
p
l
a
i
n
 be
n
c
h
e
s
,
 an
d
/
o
r
 si
l
l
s
 ma
y
 be

re
q
u
i
r
e
d
 wh
e
r
e
 ap
p
r
o
p
r
i
a
t
e
.

Wi
d
e
n
i
n
g
 th
e
 st
r
e
a
m
 ch
a
n
n
e
l
 sh
o
u
l
d
 be

av
o
i
d
e
d
.

St
r
e
a
m
 ch
a
n
n
e
l
 wi
d
e
n
i
n
g
 at
 th
e
 in
l
e
t
 or
 ou
t
l
e
t
 en
d
 of

st
r
u
c
t
u
r
e
s
 ty
p
i
c
a
l
l
y
 de
c
r
e
a
s
e
s
 wa
t
e
r
 ve
l
o
c
i
t
y
 ca
u
s
i
n
g
 se
d
i
m
e
n
t

de
p
o
s
i
t
i
o
n
 th
a
t
 re
q
u
i
r
e
s
 in
c
r
e
a
s
e
 ma
i
n
t
e
n
a
n
c
e
 an
d
 di
s
r
u
p
t
s
 aq
u
a
t
i
c
 li
f
e

pa
s
s
a
g
e
.

Cu
l
v
e
r
t
s
 wi
l
l
 be
 bu
r
i
e
d
 in
 ac
c
o
r
d
a
n
c
e
 with the NCDOT Hydraulic 
Un
i
t
’
s
 st
a
n
d
a
r
d
s
 an
d
 gu
i
d
e
l
i
n
e
s
.

Dr
a
i
n
a
g
e
 structures and crossings 
wi
l
l
 be
 re
v
i
e
w
e
d
 by
 th
e
 NC
D
W
Q
 an
d
 USACE during the permitting 
pr
o
c
e
s
s
.

23

If
 fo
u
n
d
a
t
i
o
n
 te
s
t
 bo
r
i
n
g
s
 ar
e
 ne
c
e
s
s
a
r
y
;
 it
 sh
a
l
l
 be
 no
t
e
d
 in
 th
e

do
c
u
m
e
n
t
.

Ge
o
t
e
c
h
n
i
c
a
l
 wo
r
k
 is
 ap
p
r
o
v
e
d
 un
d
e
r
 Ge
n
e
r
a
l
 40
1

Ce
r
t
i
f
i
c
a
t
i
o
n
 Nu
m
b
e
r
 38
8
3
/
N
a
t
i
o
n
w
i
d
e
 Pe
r
m
i
t
 No
.
 6 fo
r
 Su
r
v
e
y

Ac
t
i
v
i
t
i
e
s
.

If
 ge
o
t
e
c
h
n
i
c
a
l
 in
v
e
s
t
i
g
a
t
i
o
n
s
 ar
e
 ne
e
d
e
d
,
 subsurface investigations, 
in
c
l
u
d
i
n
g
 bo
r
i
n
g
s
,
 wi
l
l
 be
 co
n
d
u
c
t
e
d
 in accordance with the current 
NC
D
O
T
 Ge
o
t
e
c
h
n
i
c
a
l
 Un
i
t
’
s
 Gu
i
d
e
l
i
n
e
s
 and Procedures Manual. 

24

Se
d
i
m
e
n
t
 an
d
 er
o
s
i
o
n
 co
n
t
r
o
l
 me
a
s
u
r
e
s
 su
f
f
i
c
i
e
n
t
 to
 pr
o
t
e
c
t
 wa
t
e
r

re
s
o
u
r
c
e
s
 mu
s
t
 be
 im
p
l
e
m
e
n
t
e
d
 an
d
 ma
i
n
t
a
i
n
e
d
 in
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 th
e

mo
s
t
 re
c
e
n
t
 ve
r
s
i
o
n
 of
 No
r
t
h
 Ca
r
o
l
i
n
a
 Se
d
i
m
e
n
t
 an
d
 Er
o
s
i
o
n
 Co
n
t
r
o
l

Pl
a
n
n
i
n
g
 an
d
 De
s
i
g
n
 Ma
n
u
a
l
 an
d
 th
e
 mo
s
t
 re
c
e
n
t
 ve
r
s
i
o
n
 of
 NC
S
0
0
0
2
5
0
.

Th
e
 er
o
s
i
o
n
 an
d
 se
d
i
m
e
n
t
a
t
i
o
n
 co
n
t
r
o
l
 plan and stormwater 
po
l
l
u
t
i
o
n
 pr
e
v
e
n
t
i
o
n
 pl
a
n
 wi
l
l
 be
 im
p
l
e
m
e
n
t
e
d
 and maintained 
du
r
i
n
g
 th
e
 co
n
s
t
r
u
c
t
i
o
n
 of
 th
e
 Pr
o
j
e
c
t
 in accordance with all 
ap
p
l
i
c
a
b
l
e
 la
w
s
 an
d
 re
g
u
l
a
t
i
o
n
s
.

25

Al
l
 wo
r
k
 in
 or
 ad
j
a
c
e
n
t
 to
 st
r
e
a
m
 wa
t
e
r
s
 sh
a
l
l
 be
 co
n
d
u
c
t
e
d
 in
 a dr
y

wo
r
k
 ar
e
a
.

Ap
p
r
o
v
e
d
 BM
P
 me
a
s
u
r
e
s
 fr
o
m
 th
e
 mo
s
t
 cu
r
r
e
n
t
 ve
r
s
i
o
n
 of

NC
D
O
T
 Co
n
s
t
r
u
c
t
i
o
n
 an
d
 Ma
i
n
t
e
n
a
n
c
e
 Ac
t
i
v
i
t
i
e
s
 ma
n
u
a
l
 su
c
h
 as

sa
n
d
b
a
g
s
,
 ro
c
k
 be
r
m
s
,
 co
f
f
e
r
d
a
m
s
 an
d
 ot
h
e
r
 di
v
e
r
s
i
o
n
 st
r
u
c
t
u
r
e
s
 sh
a
l
l

be
 us
e
d
 to
 pr
e
v
e
n
t
 ex
c
a
v
a
t
i
o
n
 in
 fl
o
w
i
n
g
 wa
t
e
r
.

NC
D
O
T
 wi
l
l
 im
p
l
e
m
e
n
t
 ap
p
r
o
v
e
d
 be
s
t
 management practices from 
th
e
 mo
s
t
 cu
r
r
e
n
t
 ve
r
s
i
o
n
 of
 NC
D
O
T
’
s
 Construction and Maintenance 
Ac
t
i
v
i
t
i
e
s
 Ma
n
u
a
l
. 

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 C – Agency Comments 
Ta
b
l
e
 C‐1:

Ag
e
n
c
y
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

AG
E
N
C
Y

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

A‐06

(c
o
n
t
i
n
u
e
d
)

NC
D
E
N
R
 Di
v
i
s
i
o
n

of
 Wa
t
e
r
 Qu
a
l
i
t
y

Wi
n
s
t
o
n
‐Sa
l
e
m

Re
g
i
o
n
a
l
 Of
f
i
c
e

26

Wh
i
l
e
 th
e
 us
e
 of
 Na
t
i
o
n
a
l
 We
t
l
a
n
d
 In
v
e
n
t
o
r
y
 (N
W
I
)
 ma
p
s
,
 NC
 Co
a
s
t
a
l

Re
g
i
o
n
 Ev
a
l
u
a
t
i
o
n
 of
 We
t
l
a
n
d
 Si
g
n
i
f
i
c
a
n
c
e
 (N
C
‐CR
E
W
S
)
 ma
p
s
 an
d
 so
i
l

su
r
v
e
y
 ma
p
s
 ar
e
 us
e
f
u
l
 to
o
l
s
,
 th
e
i
r
 in
h
e
r
e
n
t
 in
a
c
c
u
r
a
c
i
e
s
 re
q
u
i
r
e
 th
a
t

qu
a
l
i
f
i
e
d
 pe
r
s
o
n
n
e
l
 pe
r
f
o
r
m
 on
s
i
t
e
 we
t
l
a
n
d
 de
l
i
n
e
a
t
i
o
n
s
 pr
i
o
r
 to
 pe
r
m
i
t

ap
p
r
o
v
a
l
.

As
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 3.
4
.
4
.
1
 of
 th
e
 EA, jurisdictional resources 
we
r
e
 de
l
i
n
e
a
t
e
d
 by
 qu
a
l
i
f
i
e
d
 pe
r
s
o
n
n
e
l
.
  The USACE and NCDWQ 
ve
r
i
f
i
e
d
 th
e
 de
l
i
n
e
a
t
i
o
n
s
 on
 Ma
y
 8,
 2012. 

27

He
a
v
y
 eq
u
i
p
m
e
n
t
 sh
o
u
l
d
 be
 op
e
r
a
t
e
d
 fr
o
m
 th
e
 ba
n
k
 ra
t
h
e
r
 th
a
n
 in

st
r
e
a
m
 ch
a
n
n
e
l
s
 in
 or
d
e
r
 to
 mi
n
i
m
i
z
e
 se
d
i
m
e
n
t
a
t
i
o
n
 an
d
 re
d
u
c
e
 th
e

li
k
e
l
i
h
o
o
d
 of
 in
t
r
o
d
u
c
i
n
g
 ot
h
e
r
 po
l
l
u
t
a
n
t
s
 in
t
o
 st
r
e
a
m
s
.

Th
i
s
 eq
u
i
p
m
e
n
t

sh
a
l
l
 be
 in
s
p
e
c
t
e
d
 da
i
l
y
 an
d
 ma
i
n
t
a
i
n
e
d
 to
 pr
e
v
e
n
t
 co
n
t
a
m
i
n
a
t
i
o
n
 of

su
r
f
a
c
e
 wa
t
e
r
s
 fr
o
m
 le
a
k
i
n
g
 fu
e
l
s
,
 lu
b
r
i
c
a
n
t
s
,
 hy
d
r
a
u
l
i
c
 fl
u
i
d
s
,
 or
 ot
h
e
r

to
x
i
c
 ma
t
e
r
i
a
l
s
.

NC
D
O
T
 wi
l
l
 im
p
l
e
m
e
n
t
 ap
p
r
o
v
e
d
 be
s
t
 management practices from 
th
e
 mo
s
t
 cu
r
r
e
n
t
 ve
r
s
i
o
n
 of
 NC
D
O
T
’
s
 Construction and Maintenance 
Ac
t
i
v
i
t
i
e
s
 Ma
n
u
a
l
. 

28

Ri
p
r
a
p
 sh
a
l
l
 no
t
 be
 pl
a
c
e
d
 in
 th
e
 ac
t
i
v
e
 th
a
l
w
e
g
 ch
a
n
n
e
l
 or
 pl
a
c
e
d
 in
 th
e

st
r
e
a
m
b
e
d
 in
 a ma
n
n
e
r
 th
a
t
 pr
e
c
l
u
d
e
s
 aq
u
a
t
i
c
 li
f
e
 pa
s
s
a
g
e
.

Bi
o
e
n
g
i
n
e
e
r
i
n
g
 bo
u
l
d
e
r
s
 or
 st
r
u
c
t
u
r
e
s
 sh
o
u
l
d
 be
 pr
o
p
e
r
l
y
 de
s
i
g
n
e
d
,

si
z
e
d
 an
d
 in
s
t
a
l
l
e
d
.

Al
l
 ap
p
r
o
p
r
i
a
t
e
 me
a
s
u
r
e
s
 wi
l
l
 be
 ta
k
e
n
 to protect streams and 
aq
u
a
t
i
c
 li
f
e
 ba
s
e
d
 on
 NC
D
O
T
 st
a
n
d
a
r
d
 practices and rules and 
re
g
u
l
a
t
i
o
n
s
.

29

Ri
p
a
r
i
a
n
 ve
g
e
t
a
t
i
o
n
 (n
a
t
i
v
e
 tr
e
e
s
 an
d
 sh
r
u
b
s
)
 sh
a
l
l
 be
 pr
e
s
e
r
v
e
d
 to
 th
e

ma
x
i
m
u
m
 ex
t
e
n
t
 po
s
s
i
b
l
e
.

Ri
p
a
r
i
a
n
 ve
g
e
t
a
t
i
o
n
 mu
s
t
 be
 re
e
s
t
a
b
l
i
s
h
e
d

wi
t
h
i
n
 th
e
 co
n
s
t
r
u
c
t
i
o
n
 li
m
i
t
s
 of
 th
e
 pr
o
j
e
c
t
 by
 th
e
 en
d
 of
 th
e
 gr
o
w
i
n
g

se
a
s
o
n
 fo
l
l
o
w
i
n
g
 co
m
p
l
e
t
i
o
n
 of
 co
n
s
t
r
u
c
t
i
o
n
.

Ap
p
r
o
p
r
i
a
t
e
 me
a
s
u
r
e
s
 wi
l
l
 be
 ta
k
e
n
 to preserve and reestablish 
ri
p
a
r
i
a
n
 ve
g
e
t
a
t
i
o
n
 to
 th
e
 ma
x
i
m
u
m
 extent possible.  Final designs 
wi
l
l
 be
 pr
e
p
a
r
e
d
 in
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 permit conditions and best 
ma
n
a
g
e
m
e
n
t
 pr
a
c
t
i
c
e
s
 fr
o
m
 NC
D
O
T
’
s
 toolbox, which recommends 
th
e
 re
e
s
t
a
b
l
i
s
h
m
e
n
t
 of
 ri
p
a
r
i
a
n
 ve
g
e
t
a
t
i
o
n
.

A‐07

NC
 De
p
t
 of

Cu
l
t
u
r
a
l
 Re
s
o
u
r
c
e
s
,

St
a
t
e
 Hi
s
t
o
r
i
c

Pr
e
s
e
r
v
a
t
i
o
n
 Of
f
i
c
e

1 
No
 co
m
m
e
n
t
.

No
 re
s
p
o
n
s
e
 re
q
u
i
r
e
d
.

Se
e
 le
t
t
e
r
 A‐02 from HPO. 
A‐08

NC
D
O
T
 St
a
t
e
w
i
d
e

Pl
a
n
n
i
n
g

1 
No
 co
m
m
e
n
t
.

No
 re
s
p
o
n
s
e
 re
q
u
i
r
e
d
.

A‐09

NC
 Di
v
i
s
i
o
n
 of

Em
e
r
g
e
n
c
y

Ma
n
a
g
e
m
e
n
t
,

Fl
o
o
d
p
l
a
i
n

Ma
n
a
g
e
m
e
n
t

Pr
o
g
r
a
m

1 
No
 co
m
m
e
n
t
.

No
 re
s
p
o
n
s
e
 re
q
u
i
r
e
d
.

McLeansville Road Grade Separation – Guilford County, NC
STIP Project P-5204 - Finding of No Significant Impact

APPENDIX D
PUBLIC COMMENTS


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v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
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d
e

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n

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r

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C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐01

1 
I am
 co
n
c
e
r
n
e
d
 ab
o
u
t
 th
e
 lo
s
s
 of
 va
l
u
e
 to
 my
 pr
o
p
e
r
t
y
,
 pa
r
t
i
c
u
l
a
r
l
y
 si
g
h
t

li
n
e
s
 to
 th
e
 po
n
d
 [w
h
i
c
h
]
 wi
l
l
 be
 bl
o
c
k
e
d
.

Th
e
 vi
e
w
 of
 a br
i
d
g
e
 wi
l
l

re
d
u
c
e
 th
e
 va
l
u
e
 of
 my
 pr
o
p
e
r
t
y
—
w
i
l
l
 th
e
r
e
 be
 co
m
p
e
n
s
a
t
i
o
n
 fo
r
 su
c
h
 a 
lo
s
s
?

Th
e
 pr
o
p
o
s
e
d
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 br
i
d
g
e
 ov
e
r
 th
e
 ra
i
l
r
o
a
d
 is approximately 1,300 feet 
fr
o
m
 10
3
 Bi
r
c
h
 Cr
e
e
k
 Ro
a
d
,
 ne
a
r
 th
e
 in
t
e
r
s
e
c
t
i
o
n
 wi
t
h
 McLeansville Road.  The 
el
e
v
a
t
i
o
n
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 wi
l
l
 be
g
i
n
 to
 ri
s
e
 gr
a
d
u
a
l
l
y
 from near this intersection 
un
t
i
l
 th
e
 ro
a
d
 pa
s
s
e
s
 ov
e
r
 th
e
 ra
i
l
r
o
a
d
.

Vi
e
w
s
 ar
e
 no
t
 expected to substantially 
ch
a
n
g
e
 at
 th
i
s
 pr
o
p
e
r
t
y
.

NC
D
O
T
 fo
l
l
o
w
s
 th
e
 Un
i
f
o
r
m
 Re
l
o
c
a
t
i
o
n
 as
s
i
s
t
a
n
c
e
 an
d
 Real Property Acquisition 
Po
l
i
c
i
e
s
 Ac
t
 (P
u
b
l
i
c
 La
w
 91
‐64
6
)
 fo
r
 di
r
e
c
t
 ac
q
u
i
s
i
t
i
o
n
 of properties, and does not 
pr
o
v
i
d
e
 co
m
p
e
n
s
a
t
i
o
n
 fo
r
 in
d
i
r
e
c
t
 ef
f
e
c
t
s
.

Pr
o
p
e
r
t
y
 values in the Project study area 
ar
e
 a fu
n
c
t
i
o
n
 of
 a nu
m
b
e
r
 of
 fa
c
t
o
r
s
.

Wh
i
l
e
 so
m
e
 pr
o
p
e
r
t
y
 values may decrease 
ba
s
e
d
 on
 th
e
 lo
c
a
t
i
o
n
 of
 th
e
 pr
o
p
o
s
e
d
 al
i
g
n
m
e
n
t
,
 ot
h
e
r
s
 may increase based on the 
ge
o
g
r
a
p
h
i
c
 or
i
e
n
t
a
t
i
o
n
 an
d
 th
e
 pr
o
v
i
s
i
o
n
 of
 im
p
r
o
v
e
d
 access provided by the grade 
se
p
a
r
a
t
i
o
n
 ov
e
r
 th
e
 ra
i
l
r
o
a
d
.

Fe
d
e
r
a
l
 an
d
 St
a
t
e
 La
w
 prohibits NCDOT from 
co
m
p
e
n
s
a
t
i
n
g
 pr
o
p
e
r
t
y
 ow
n
e
r
s
 du
e
 to
 ch
a
n
g
e
s
 in
 pr
o
p
e
r
t
y
 value because of a 
pr
o
j
e
c
t
 in
 th
e
 vi
c
i
n
i
t
y
 of
 th
e
i
r
 pr
o
p
e
r
t
y
.

C‐02

1 
Ra
i
l
 cr
o
s
s
i
n
g
 cl
o
s
e
d
 at
 52
7
7
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 le
a
v
e
s
 2 ho
u
s
e
s
 wi
t
h

li
m
i
t
e
d
 ac
c
e
s
s
.

Is
 it
 po
s
s
i
b
l
e
 to
 us
e
 a cu
l
v
e
r
t
 at
 th
e
 cl
o
s
e
d
 cr
o
s
s
i
n
g
 to

es
t
a
b
l
i
s
h
 a wa
t
e
r
 su
p
p
l
y
 sy
s
t
e
m
 to
 th
e
 tw
o
 ho
u
s
e
s
?

Th
i
s
 wo
u
l
d
 in
v
o
l
v
e
 a 
dr
y
 pi
p
e
 sy
s
t
e
m
 to
 ru
n
 un
d
e
r
 th
e
 tr
a
c
k
 th
r
o
u
g
h
 th
e
 cu
l
v
e
r
t
.

Th
i
s
 ad
d
r
e
s
s
 is
 at
 a pr
i
v
a
t
e
 ra
i
l
r
o
a
d
 tr
a
c
k
 cr
o
s
s
i
n
g
 th
a
t
 has been closed for about a 
ye
a
r
 at
 th
e
 ol
d
 No
r
t
h
w
e
s
t
 Tr
e
e
 & St
o
n
e
 pr
o
p
e
r
t
y
,
 an
d
 is not a part of Project P‐5204.  
In
 or
d
e
r
 to
 ge
t
 a dr
y
 pi
p
e
 in
s
t
a
l
l
e
d
,
 a pe
r
m
i
t
 wo
u
l
d
 be
 required from NCRR.  NCDOT 
wi
l
l
 co
o
r
d
i
n
a
t
e
 wi
t
h
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 Fi
r
e
 De
p
a
r
t
m
e
n
t
 on this separate issue. 
C‐03

1 
Th
e
r
e
 is
 a ne
e
d
 fo
r
 a st
o
p
l
i
g
h
t
 at
 th
e
 in
t
e
r
s
e
c
t
i
o
n
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Rd
 an
d

Fr
i
e
d
e
n
 Ch
u
r
c
h
 Rd
 du
e
 to
 tr
a
f
f
i
c
 vo
l
u
m
e
s
.

A st
o
p
l
i
g
h
t
 sh
o
u
l
d
 be
 ad
d
e
d

to
 th
e
 pr
o
j
e
c
t
. 
Ba
s
e
d
 on
 tr
a
f
f
i
c
 fo
r
e
c
a
s
t
s
 an
d
 op
e
r
a
t
i
o
n
s
 an
a
l
y
s
i
s
 de
s
c
r
i
b
e
d
 in Section 2.4.2 of the 
EA
 fo
r
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
/
F
r
i
e
d
e
n
 Ch
u
r
c
h
 Ro
a
d
 in
t
e
r
s
e
c
t
i
o
n
,
 a stop‐controlled 
in
t
e
r
s
e
c
t
i
o
n
 wi
t
h
 ex
c
l
u
s
i
v
e
 le
f
t
‐tu
r
n
 la
n
e
s
 on
 al
l
 ap
p
r
o
a
c
h
e
s
 proposed as part of the 
Pr
o
j
e
c
t
 wi
l
l
 pr
o
v
i
d
e
 ac
c
e
p
t
a
b
l
e
 tr
a
f
f
i
c
 op
e
r
a
t
i
o
n
s
 un
t
i
l
 approximately 2035.  The 
in
t
e
r
s
e
c
t
i
o
n
 wi
l
l
 be
 de
s
i
g
n
e
d
 so
 th
a
t
 a tr
a
f
f
i
c
 si
g
n
a
l
 co
u
l
d
 be installed when needed 
wi
t
h
o
u
t
 ma
j
o
r
 ch
a
n
g
e
s
 to
 th
e
 in
t
e
r
s
e
c
t
i
o
n
.

Cu
r
r
e
n
t
 tr
a
f
f
i
c
 vo
l
u
m
e
s
 do
 no
t
 wa
r
r
a
n
t
 a tr
a
f
f
i
c
 si
g
n
a
l
.
  As traffic volumes increase, 
NC
D
O
T
 wi
l
l
 re
‐ev
a
l
u
a
t
e
 th
e
 ne
e
d
 fo
r
 a tr
a
f
f
i
c
 si
g
n
a
l
 at
 the Frieden Church 
Ro
a
d
/
M
c
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 in
t
e
r
s
e
c
t
i
o
n
.

C‐04

1 
In
t
e
r
e
s
t
 in
 wi
d
t
h
 of
 ro
a
d
 an
d
 dr
a
i
n
a
g
e
 di
t
c
h
e
s
 in
 fr
o
n
t
 of
 my
 re
s
i
d
e
n
c
e
.

[5
7
1
2
 Mc
L
e
a
n
s
v
i
l
l
e
 Rd
]

Th
e
 pr
o
p
e
r
t
y
 at
 57
1
2
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 is
 lo
c
a
t
e
d
 no
r
t
h
 of the McLeansville 
Ro
a
d
/
F
r
i
e
d
e
n
 Ch
u
r
c
h
 Ro
a
d
 in
t
e
r
s
e
c
t
i
o
n
,
 be
y
o
n
d
 th
e
 estimated Project limits.  The 
wi
d
t
h
 of
 th
e
 ro
a
d
 an
d
 dr
a
i
n
a
g
e
 di
t
c
h
e
s
 in
 fr
o
n
t
 of
 th
i
s
 residence will be unchanged.   

2 
Sl
o
w
i
n
g
 do
w
n
 tr
a
f
f
i
c
.

Mc
L
e
a
n
s
v
i
l
l
e
 Rd
 ch
a
n
g
e
s
 fr
o
m
 45
 mp
h
 to
 35
 mp
h

at
 my
 pr
o
p
e
r
t
y
 li
n
e
 [5
7
1
2
 Mc
L
e
a
n
s
v
i
l
l
e
 Rd
]
.

Ne
i
t
h
e
r
 Hi
g
h
w
a
y
 Pa
t
r
o
l
 no
r

Gu
i
l
f
o
r
d
 Co
u
n
t
y
 Sh
e
r
r
i
f
f
’
s
 De
p
t
.
 pa
t
r
o
l
 fo
r
 sp
e
e
d
e
r
s
.

Sp
e
e
d
i
n
g
 tr
a
f
f
i
c

(5
5
 mp
h
 an
d
 ov
e
r
)
 in
c
l
u
d
e
s
 sc
h
o
o
l
 bu
s
e
s
.

Th
e
 po
s
t
e
d
 sp
e
e
d
 li
m
i
t
 fo
r
 th
e
 pr
o
p
o
s
e
d
 Pr
o
j
e
c
t
 is
 45
 mph.  The currently posted 
35
 mp
h
 sp
e
e
d
 li
m
i
t
 th
r
o
u
g
h
 th
e
 ce
n
t
e
r
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 is not proposed to change as 
pa
r
t
 of
 th
e
 Pr
o
j
e
c
t
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐05

1 
Do
n
’
t
 cl
o
s
e
 Ca
r
m
o
n
 Rd
 cr
o
s
s
i
n
g
.

No
 sa
f
e
t
y
 is
s
u
e
s
 in
 43
 ye
a
r
s
.

7‐8 mi
l
e

dr
i
v
e
 to
 ge
t
 ba
c
k
 to
 Kn
o
x
 Rd
 on
e
 wa
y
.

Do
n
’
t
 im
p
o
s
e
 th
i
s
 ex
t
r
a
 dr
i
v
e
 ti
m
e

on
 th
e
 pe
o
p
l
e
 of
 Mc
L
e
a
n
s
v
i
l
l
e
.

NC
D
O
T
 cu
r
r
e
n
t
l
y
 ha
s
 a pr
o
g
r
a
m
 th
a
t
 ta
r
g
e
t
s
 sp
e
c
i
f
i
c
 railroad at‐grade crossings for 
cl
o
s
u
r
e
.

Ca
r
m
o
n
 Ro
a
d
 ha
s
 be
e
n
 id
e
n
t
i
f
i
e
d
 as
 a cr
o
s
s
i
n
g
 in need of closure due to the 
ge
o
m
e
t
r
i
c
 de
f
i
c
i
e
n
c
i
e
s
 an
d
 tr
a
i
n
/
v
e
h
i
c
l
e
 co
l
l
i
s
i
o
n
 po
t
e
n
t
i
a
l
.
  Closing the Carmon 
Ro
a
d
 ra
i
l
r
o
a
d
 cr
o
s
s
i
n
g
 an
d
 gr
a
d
e
‐se
p
a
r
a
t
i
n
g
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 Road railroad crossing 
wi
l
l
 el
i
m
i
n
a
t
e
 th
e
 po
t
e
n
t
i
a
l
 fo
r
 ve
h
i
c
l
e
‐tr
a
i
n
 co
l
l
i
s
i
o
n
s
 and would improve vehicular 
an
d
 tr
a
i
n
 op
e
r
a
t
i
o
n
s
.

Al
t
h
o
u
g
h
 th
e
 tr
i
p
 ma
y
 be
 lo
n
g
e
r
 for some travelers, all 
tr
a
v
e
l
e
r
s
 wi
l
l
 ha
v
e
 a re
l
i
a
b
l
e
,
 al
w
a
y
s
 op
e
n
 cr
o
s
s
i
n
g
 of
 the railroad at McLeansville 
Ro
a
d
 wi
t
h
 th
e
 gr
a
d
e
 se
p
a
r
a
t
i
o
n
 Pr
o
j
e
c
t
 in
 pl
a
c
e
.

C‐06

1 
I am
 co
n
c
e
r
n
e
d
 ab
o
u
t
 yo
u
r
 pl
a
n
s
 to
 cl
o
s
e
 th
e
 RR
 cr
o
s
s
i
n
g
 at
 Mc
L
 Rd

du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
.

Tr
a
f
f
i
c
 wo
u
l
d
 th
e
n
 go
 we
s
t
 on
 Fr
i
e
d
e
n
 Ch
u
r
c
h
 Rd

an
d
 cr
o
s
s
 th
e
 RR
 th
e
r
e
 in
 or
d
e
r
 to
 ge
t
 ba
c
k
 on
 Mc
L
 Rd
.

Th
i
s
 wo
u
l
d
 be
 a 
lo
t
 of
 tr
a
f
f
i
c
 on
 a ve
r
y
 na
r
r
o
w
 rd
 an
d
 ve
r
y
 bu
s
y
 wi
t
h
 pa
r
e
n
t
s
 dr
o
p
p
i
n
g
 of
f

ch
i
l
d
r
e
n
 an
d
 sc
h
o
o
l
 bu
s
e
s
 co
m
i
n
g
 an
d
 go
i
n
g
 in
 th
e
 mo
r
n
i
n
g
 an
d
 th
e

sa
m
e
 pr
o
b
l
e
m
s
 in
 th
e
 af
t
e
r
n
o
o
n
.

It
 co
u
l
d
 ca
u
s
e
 se
r
i
o
u
s
 pr
o
b
l
e
m
s
 fo
r
 th
e

em
e
r
g
e
n
c
y
 ve
h
i
c
l
e
s
 th
a
t
 ar
e
 di
s
p
a
t
c
h
e
d
 fr
o
m
 th
e
 fi
r
e
 st
a
t
i
o
n
.

I do
n
’
t

th
i
n
k
 th
i
s
 wo
u
l
d
 be
 a go
o
d
 id
e
a
 to
 ha
v
e
 ju
s
t
 on
e
 op
t
i
o
n
 to
 cr
o
s
s
 th
e
 RR

an
d
 ge
t
 ba
c
k
 on
 Mc
L
 Rd
.

Th
e
 co
n
g
e
s
t
i
o
n
 an
d
 ac
c
i
d
e
n
t
s
 wi
l
l
 be
 te
r
r
i
b
l
e
.

Ho
w
 do
 yo
u
 pl
a
n
 to
 de
a
l
 wi
t
h
 th
e
 tr
a
f
f
i
c
 co
m
i
n
g
 we
s
t
 on
 Fr
i
e
d
e
n
 Ch
u
r
c
h

Rd
 fr
o
m
 Gi
b
s
o
n
v
i
l
l
e
 wh
i
l
e
 yo
u
 wi
l
l
 be
 do
i
n
g
 wo
r
k
 at
 Fr
i
e
d
e
n
 Ch
u
r
c
h
 Rd
 to

co
n
n
e
c
t
 wi
t
h
 th
e
 br
i
d
g
e
?

Th
e
r
e
 wi
l
l
 be
 a sh
o
r
t
 pe
r
i
o
d
 wh
e
r
e
 cl
o
s
u
r
e
 of
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 Road railroad crossing 
is
 ne
c
e
s
s
a
r
y
 in
 or
d
e
r
 to
 co
n
n
e
c
t
 th
e
 ne
w
 ro
a
d
/
b
r
i
d
g
e
 with the existing roadway.  The 
le
n
g
t
h
 of
 ti
m
e
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 ra
i
l
r
o
a
d
 cr
o
s
s
i
n
g
 will be closed will be kept to a 
mi
n
i
m
u
m
.

Ba
s
e
d
 on
 cu
r
r
e
n
t
 av
a
i
l
a
b
l
e
 in
f
o
r
m
a
t
i
o
n
,
 it
 is estimated closure will last 
ap
p
r
o
x
i
m
a
t
e
l
y
 45
‐90
 da
y
s
.

Ev
e
r
y
 ef
f
o
r
t
 wi
l
l
 be
 ma
d
e
 to have the closure occur 
du
r
i
n
g
 th
e
 su
m
m
e
r
 mo
n
t
h
s
 wh
e
n
 sc
h
o
o
l
s
 ar
e
 cl
o
s
e
d
;
 therefore removing the school 
bu
s
e
s
 fr
o
m
 ha
v
i
n
g
 to
 us
e
 th
e
 de
t
o
u
r
.

Th
e
 ex
i
s
t
i
n
g
 at
‐grade railroad crossings at 
Ca
r
m
o
n
 Ro
a
d
 to
 th
e
 ea
s
t
 an
d
 Fr
i
e
d
e
n
 Ch
u
r
c
h
 Ro
a
d
 to
 the west will remain open 
du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
 of
 th
e
 Pr
o
j
e
c
t
.

Mi
n
o
r
 im
p
r
o
v
e
m
e
n
t
s
 wi
l
l
 be
 ma
d
e
 to
 th
e
 se
c
t
i
o
n
 of
 Fr
i
e
d
e
n
 Church Road in the 
vi
c
i
n
i
t
y
 of
 it
s
 ra
i
l
r
o
a
d
 cr
o
s
s
i
n
g
 (t
h
e
 se
c
t
i
o
n
 wi
t
h
 th
e
 or
a
n
g
e
 plastic poles down the 
ce
n
t
e
r
)
 to
 fa
c
i
l
i
t
a
t
e
 it
s
 in
c
r
e
a
s
e
d
 us
a
g
e
 by
 au
t
o
s
,
 bu
s
e
s
,
 and large trucks during the 
co
n
s
t
r
u
c
t
i
o
n
 de
t
o
u
r
 pe
r
i
o
d
.

C‐07

1 
I li
v
e
 at
 55
3
5
 Hi
n
e
s
 An
d
r
e
w
s
 Rd
.

As
 yo
u
 ar
e
 pr
o
b
a
b
l
y
 aw
a
r
e
,
 we
 ar
e
 no
t

ha
p
p
y
 wi
t
h
 th
e
 pr
o
p
o
s
e
d
 pl
a
n
.

We
 ca
n
n
o
t
 un
d
e
r
s
t
a
n
d
 wh
y
 th
i
s
 pr
o
j
e
c
t
,

wh
i
c
h
 mo
s
t
l
y
 in
v
o
l
v
e
s
 th
e
 ho
m
e
 ow
n
e
r
s
 be
h
i
n
d
 ou
r
 ho
u
s
e
,
 be
c
o
m
e
s
 ou
r

pr
o
b
l
e
m
 to
 so
l
v
e
.

No
t
 on
l
y
 ar
e
 yo
u
 co
m
i
n
g
 ac
r
o
s
s
 ou
r
 la
n
d
,
 yo
u
 wi
l
l
 be

co
m
i
n
g
 ri
g
h
t
 be
s
i
d
e
 my
 mo
t
h
e
r
’
s
 ho
u
s
e
 wh
i
c
h
 is
 to
o
 cl
o
s
e
 fo
r
 co
m
f
o
r
t
.

Wh
e
n
 we
 bu
i
l
t
 ou
r
 ho
u
s
e
 in
 19
9
0
 on
 Hi
n
e
s
 An
d
r
e
w
s
 Rd
 (d
e
a
d
 en
d
 Rd
)

we
 ne
v
e
r
 im
a
g
i
n
e
d
 we
 wo
u
l
d
 be
 de
a
l
i
n
g
 wi
t
h
 NC
D
O
T
 wa
n
t
i
n
g
 to
 ac
q
u
i
r
e

ou
r
 pr
o
p
e
r
t
y
 fo
r
 a ro
a
d
.

Th
i
s
 wi
l
l
 to
t
a
l
l
y
 im
p
a
c
t
 ou
r
 li
v
e
s
 an
d
 se
p
a
r
a
t
e

ou
r
 fa
m
i
l
y
 la
n
d
.

My
 da
u
g
h
t
e
r
 is
 wa
n
t
i
n
g
 to
 bu
i
l
d
 a ho
u
s
e
 on
 th
e
 la
n
d

yo
u
 wa
n
t
 to
 co
m
e
 ac
r
o
s
s
.

Sh
e
 ha
s
 th
r
e
e
 sm
a
l
l
 ch
i
l
d
r
e
n
 wh
o
 wo
u
l
d
 be

pl
a
y
i
n
g
 in
 th
e
 ya
r
d
.

We
 do
 no
t
 wa
n
t
 to
 ha
v
e
 [t
o
]
 wo
r
r
y
 ab
o
u
t
 ca
r
s

co
m
i
n
g
 ac
r
o
s
s
 ou
r
 la
n
d
 wh
i
l
e
 th
e
y
 ar
e
 ou
t
s
i
d
e
.

We
 be
l
i
e
v
e
 th
e
 be
s
t
 pr
o
p
o
s
a
l
 wo
u
l
d
 be
 to
 ac
q
u
i
r
e
 or
 bu
y
 ou
t
 th
e

pr
o
p
e
r
t
y
 be
h
i
n
d
 ou
r
 ho
u
s
e
.

Th
i
s
 wo
u
l
d
 on
l
y
 im
p
a
c
t
 th
e
m
 in
s
t
e
a
d
 of

im
p
a
c
t
i
n
g
 me
,
 my
 mo
t
h
e
r
,
 an
d
 al
l
 th
e
 ot
h
e
r
 ho
m
e
s
 ow
n
e
r
s
 on
 Hi
n
e
s

An
d
r
e
w
s
 Rd
.

Th
i
s
 sh
o
u
l
d
 no
t
 be
 ou
r
 pr
o
b
l
e
m
.

NC
D
O
T
 is
 co
n
d
u
c
t
i
n
g
 a se
r
v
i
c
e
 ro
a
d
 st
u
d
y
 to
 de
t
e
r
m
i
n
e
 if purchasing the properties 
la
n
d
l
o
c
k
e
d
 by
 th
e
 cl
o
s
u
r
e
 of
 th
e
 Bu
l
l
a
r
d
 & Bl
a
c
k
 pr
i
v
a
t
e
 railroad crossing is more 
co
s
t
 ef
f
e
c
t
i
v
e
 th
a
n
 pr
o
v
i
d
i
n
g
 ne
w
 ro
a
d
w
a
y
 ac
c
e
s
s
 to
 them and upgrading Hines 
An
d
r
e
w
s
 Ro
a
d
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐08

1 
I am
 wr
i
t
i
n
g
 to
 ex
p
r
e
s
s
 my
 co
n
c
e
r
n
s
 ab
o
u
t
 th
e
 pr
o
p
o
s
e
d
 se
r
v
i
c
e
 ro
a
d
 to

ac
c
e
s
s
 la
n
d
 be
h
i
n
d
 my
 pr
o
p
e
r
t
y
 (5
5
2
7
 Hi
n
e
s
 An
d
r
e
w
s
 Ro
a
d
)
.

Ev
e
n

th
o
u
g
h
 it
 is
 pr
o
p
o
s
e
d
 to
 go
 on
 my
 da
u
g
h
t
e
r
’
s
 pr
o
p
e
r
t
y
 it
 im
p
a
c
t
s
 me
 th
e

mo
s
t
 be
c
a
u
s
e
 it
 ru
n
s
 ex
t
r
e
m
e
l
y
 cl
o
s
e
 to
 my
 ho
u
s
e
.

I am
 co
n
c
e
r
n
e
d

ab
o
u
t
 th
e
 fo
l
l
o
w
i
n
g
:

1.

Th
e
 lo
s
s
 of
 my
 pr
i
v
a
c
y

2.

Ne
g
a
t
i
v
e
 im
p
a
c
t
 on
 we
t
l
a
n
d
 ar
e
a

3.

Wa
t
e
r
 dr
a
i
n
a
g
e
 fr
o
m
 my
 fr
o
n
t
 an
d
 ba
c
k
 ya
r
d

4.

Th
e
 pr
o
x
i
m
i
t
y
 of
 my
 pr
o
p
a
n
e
 ta
n
k
 to
 th
e
 pr
o
p
o
s
e
d
 ro
a
d

5.

Ho
w
 ma
n
y
 ve
h
i
c
l
e
s
 ar
e
 ex
p
e
c
t
e
d
 to
 us
e
 th
i
s
 ro
a
d

6.

Wi
l
l
 th
i
s
 op
e
n
 up
 th
e
 pr
o
p
e
r
t
y
 be
h
i
n
d
 me
 fo
r
 fu
t
u
r
e
 ho
u
s
i
n
g
 or

bu
s
i
n
e
s
s
 de
v
e
l
o
p
m
e
n
t
(
?
)

If
 so
,
 ho
w
 mu
c
h
 tr
a
f
f
i
c
 wo
u
l
d
 be

ex
p
e
c
t
e
d
 on
 th
e
 se
r
v
i
c
e
 ro
a
d
.

7.

I be
l
i
e
v
e
 th
e
 pr
o
p
o
s
e
d
 ro
a
d
 co
u
l
d
 ha
v
e
 a ne
g
a
t
i
v
e
 im
p
a
c
t
 on
 th
e

va
l
u
e
 of
 my
 ho
u
s
e
.

I do
 no
t
 fe
e
l
 I sh
o
u
l
d
 ha
v
e
 to
 be
a
r
 co
n
c
e
r
n
s
 of
 in
c
r
e
a
s
e
d
 tr
a
f
f
i
c
,
 de
c
r
e
a
s
e

of
 pr
i
v
a
c
y
 an
d
 po
s
s
i
b
l
e
 lo
s
s
 of
 va
l
u
e
 in
 my
 ho
u
s
e
,
 th
e
 lo
s
s
 of
 we
t
l
a
n
d

ha
b
i
t
a
t
 an
d
 th
e
 pl
a
n
t
s
 an
d
 wi
l
d
 li
f
e
 th
a
t
 li
v
e
 in
 th
e
 wo
o
d
s
 an
d
 we
t
l
a
n
d
.

Wh
o
 be
a
r
s
 th
e
 co
s
t
 of
 re
s
h
a
p
i
n
g
 an
d
 la
n
d
s
c
a
p
i
n
g
 to
 pr
o
v
i
d
e
 pr
i
v
a
c
y
 an
d

pr
o
p
e
r
 wa
t
e
r
 dr
a
i
n
a
g
e
 to
 pr
e
v
e
n
t
 po
s
s
i
b
l
e
 pr
o
b
l
e
m
s
 wi
t
h
 my
 se
p
t
i
c
 an
d

we
l
l
.

Wh
o
 wi
l
l
 pa
y
 to
 ha
v
e
 my
 pr
o
p
o
n
e
 ta
n
k
 re
l
o
c
a
t
e
d
 in
 a sa
f
e
r
 pl
a
c
e

aw
a
y
 fr
o
m
 th
e
 se
r
v
i
c
e
 ro
a
d
…
.

….
I
t
 sh
o
u
l
d
 no
t
 be
 up
 to
 me
 to
 be
a
r
 th
i
s
 ne
g
a
t
i
v
e
 im
p
a
c
t
 on
 my
 li
f
e
 an
d

[i
t
]
 is
 un
r
e
a
s
o
n
a
b
l
e
 to
 as
k
 th
e
 ta
x
 pa
y
e
r
s
 to
 ha
v
e
 to
 pa
y
 fo
r
 th
i
s

de
v
e
l
o
p
m
e
n
t
 to
 ma
k
e
 it
 po
s
s
i
b
l
e
 fo
r
 a fe
w
 to
 en
r
i
c
h
 th
e
i
r
 po
c
k
e
t
s
 un
d
e
r

th
e
 gu
i
s
e
 of
 sa
f
e
t
y
.

I do
 no
t
 fe
e
l
 I sh
o
u
l
d
 ha
v
e
 to
 be
a
r
 co
n
c
e
r
n
s
 of

in
c
r
e
a
s
e
d
 tr
a
f
f
i
c
,
 de
c
r
e
a
s
e
 of
 pr
i
v
a
c
y
 an
d
 po
s
s
i
b
l
y
 lo
s
s
 of
 va
l
u
e
 in
 my

ho
u
s
e
.

I wo
u
l
d
 th
i
n
k
 it
 wo
u
l
d
 be
 mo
r
e
 fa
i
r
 an
d
 co
s
t
 ef
f
e
c
t
i
v
e
 an
d

be
n
e
f
i
c
i
a
l
 to
 th
e
 pu
b
l
i
c
 to
 ta
k
e
 th
e
 $5
0
0
,
0
0
0
 it
 wo
u
l
d
 co
s
t
 to
 bu
i
l
d
 th
e

se
r
v
i
c
e
 ro
a
d
 an
d
 us
e
 th
e
 mo
n
e
y
 to
 pu
r
c
h
a
s
e
 th
e
 BU
L
L
A
R
D
 & BL
A
C
K

PR
O
P
E
R
T
Y
,
 tu
r
n
 it
 in
t
o
 a pa
r
k
,
 sa
v
e
 th
e
 we
t
l
a
n
d
s
.

NC
D
O
T
 is
 co
n
d
u
c
t
i
n
g
 a se
r
v
i
c
e
 ro
a
d
 st
u
d
y
 to
 de
t
e
r
m
i
n
e
 if purchasing the properties 
la
n
d
l
o
c
k
e
d
 by
 th
e
 cl
o
s
u
r
e
 of
 th
e
 Bu
l
l
a
r
d
 & Bl
a
c
k
 pr
i
v
a
t
e
 railroad crossing is more 
co
s
t
 ef
f
e
c
t
i
v
e
 th
a
n
 pr
o
v
i
d
i
n
g
 ne
w
 ro
a
d
w
a
y
 ac
c
e
s
s
 to
 them and upgrading Hines 
An
d
r
e
w
s
 Ro
a
d
.

If
 a se
r
v
i
c
e
 ro
a
d
 is
 co
n
s
t
r
u
c
t
e
d
,
 it
 wo
u
l
d
 no
t
 im
p
a
c
t
 an
y
 jurisdictional wetlands and 
wo
u
l
d
 be
 de
s
i
g
n
e
d
 wi
t
h
 dr
a
i
n
a
g
e
 me
a
s
u
r
e
s
 in
 ac
c
o
r
d
a
n
c
e
 with NCDOT standards.  
An
y
 ma
j
o
r
 fe
a
t
u
r
e
s
 su
c
h
 as
 pr
o
p
a
n
e
 ta
n
k
s
,
 sh
e
d
s
,
 et
c
.
 that would be impacted by the 
pr
o
p
o
s
e
d
 se
r
v
i
c
e
 ro
a
d
 wo
u
l
d
 be
 re
l
o
c
a
t
e
d
 by
 NC
D
O
T
 or NCDOT would provide 
co
m
p
e
n
s
a
t
i
o
n
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐09

1 
I am
 an
 em
p
l
o
y
e
e
 of
 th
e
 Ga
i
l
 Mo
s
e
l
e
y
 Ag
e
n
c
y
.

I st
r
o
n
g
l
y
 fe
e
l
 th
a
t
 wi
t
h
o
u
t
 th
e
 pr
o
p
e
r
 ac
c
e
s
s
 an
d
 ex
i
t
i
n
g
 of
 th
e
 pr
o
p
e
r
t
y

th
e
r
e
 is
 a sa
f
e
t
y
 is
s
u
e
.

I wo
u
l
d
 re
s
p
e
c
t
f
u
l
l
y
 as
k
 th
a
t
 yo
u
 co
n
s
i
d
e
r
 pu
r
c
h
a
s
i
n
g
 th
a
t
 pr
o
p
e
r
t
y
.

Th
e
r
e
 is
 a fo
r
e
c
l
o
s
e
d
 ho
m
e
 di
r
e
c
t
l
y
 be
h
i
n
d
 th
e
 bu
i
l
d
i
n
g
 an
d
 in
 ou
r

ec
o
n
o
m
i
c
 ti
m
e
s
 I fe
e
l
 it
 is
 un
s
a
f
e
.

NC
D
O
T
 is
 cu
r
r
e
n
t
l
y
 ev
a
l
u
a
t
i
n
g
 wh
e
t
h
e
r
 or
 no
t
 dr
i
v
e
w
a
y
 access to the Gail Moseley 
Na
t
i
o
n
w
i
d
e
 In
s
u
r
a
n
c
e
 Ag
e
n
c
y
 pr
o
p
e
r
t
y
 ca
n
 be
 pr
o
v
i
d
e
d
 without disrupting the 
pr
o
p
e
r
t
y
’
s
 ex
i
s
t
i
n
g
 se
p
t
i
c
 sy
s
t
e
m
.

Th
e
 fi
n
a
l
 de
t
e
r
m
i
n
a
t
i
o
n
 will be made during the 
ri
g
h
t
‐of
‐wa
y
 ac
q
u
i
s
i
t
i
o
n
 ph
a
s
e
 of
 th
e
 Pr
o
j
e
c
t
.

If
 th
e
 dr
i
v
e
w
a
y
 access cannot be 
re
p
l
a
c
e
d
 co
s
t
 ef
f
e
c
t
i
v
e
l
y
,
 th
e
n
 NC
D
O
T
 wi
l
l
 wo
r
k
 wi
t
h
 the property owner regarding 
co
m
p
e
n
s
a
t
i
o
n
 or
 pu
r
c
h
a
s
e
 in
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 th
e
 Un
i
f
o
r
m
 Relocation Assistance 
an
d
 Re
a
l
 Pr
o
p
e
r
t
y
 Ac
q
u
i
s
i
t
i
o
n
 Po
l
i
c
i
e
s
 Ac
t
.

C‐10

1 
I am
 th
e
 of
f
i
c
e
 ma
n
a
g
e
r
 of
 th
e
 Ga
i
l
 Mo
s
e
l
e
y
 Ag
e
n
c
y
/
N
a
t
i
o
n
w
i
d
e

In
s
u
r
a
n
c
e
 lo
c
a
t
e
d
 at
 56
0
0
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 Mc
L
e
a
n
s
v
i
l
l
e
,
 NC
.

It
 is
 my

un
d
e
r
s
t
a
n
d
i
n
g
 th
a
t
 wi
t
h
 th
e
 pr
o
p
o
s
e
d
 ch
a
n
g
e
s
 th
a
t
 ar
e
 cu
r
r
e
n
t
l
y
 in

pl
a
c
e
,
 ou
r
 of
f
i
c
e
 is
 no
t
 sc
h
e
d
u
l
e
d
 to
 be
 pu
r
c
h
a
s
e
d
 bu
t
 wi
l
l
 no
 lo
n
g
e
r
 be

ac
c
e
s
s
i
b
l
e
 fr
o
m
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 an
d
 wi
l
l
 be
 at
 th
e
 en
d
 of
 a de
a
d
‐en
d

st
r
e
e
t
 (B
e
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
)
 – ne
x
t
 to
 a fo
r
e
c
l
o
s
e
d
 pr
o
p
e
r
t
y
.

Be
c
a
u
s
e
 of

th
i
s
,
 I fe
e
l
 th
a
t
 it
 wi
l
l
 be
 pu
t
t
i
n
g
 me
 an
d
 th
e
 ot
h
e
r
 em
p
l
o
y
e
e
s
 of
 th
i
s

of
f
i
c
e
 in
 a ve
r
y
 un
s
a
f
e
 si
t
u
a
t
i
o
n
.

No
t
 on
l
y
 wi
l
l
 it
 be
 un
s
a
f
e
 fo
r
 th
e

em
p
l
o
y
e
e
s
,
 bu
t
 cu
s
t
o
m
e
r
s
 wo
u
l
d
 no
 lo
n
g
e
r
 ha
v
e
 ac
c
e
s
s
 to
 ou
r
 pr
o
p
e
r
t
y

wi
t
h
o
u
t
 go
i
n
g
 th
r
o
u
g
h
 a pe
r
m
a
n
e
n
t
 de
t
o
u
r
.  

Ou
r
 bu
s
i
n
e
s
s
,
 th
a
t
 de
p
e
n
d
s
 on
 wa
l
k
‐in
 tr
a
f
f
i
c
,
 dr
i
v
e
‐by
 tr
a
f
f
i
c
 an
d

vi
s
i
b
i
l
i
t
y
 wi
l
l
 no
t
 be
 ab
l
e
 to
 su
s
t
a
i
n
 an
d
/
o
r
 gr
o
w
.  
We
 ch
o
s
e
 ou
r
 lo
c
a
t
i
o
n

ba
s
e
d
 up
o
n
 vi
s
i
b
i
l
i
t
y
 an
d
 th
e
 am
o
u
n
t
 of
 tr
a
f
f
i
c
 th
a
t
 pa
s
s
e
s
 ou
r
 of
f
i
c
e
 on

a da
i
l
y
 ba
s
i
s
.

Ac
c
o
r
d
i
n
g
 to
 th
e
 cu
r
r
e
n
t
 pl
a
n
,
 th
e
 tr
a
f
f
i
c
 wi
l
l
 de
c
r
e
a
s
e

fr
o
m
 ap
p
r
o
x
i
m
a
t
e
l
y
 10
,
0
0
0
 ca
r
s
 pe
r
 da
y
 to
 ZE
R
O
.

Ne
w
 cu
s
t
o
m
e
r
s
 ar
e

no
t
 go
i
n
g
 to
 se
e
k
 ou
r
 of
f
i
c
e
.

Th
e
 bu
s
i
n
e
s
s
 wi
l
l
 be
c
o
m
e
 st
a
g
n
a
n
t
 an
d

ev
e
n
t
u
a
l
l
y
 ei
t
h
e
r
 ha
v
e
 to
 la
y
 of
f
 em
p
l
o
y
e
e
s
 or
 po
s
s
i
b
l
y
 cl
o
s
e
.

It
 is
 un
f
a
i
r

th
a
t
 ou
r
 of
f
i
c
e
 ca
n
n
o
t
 be
 pu
r
c
h
a
s
e
d
 so
 th
a
t
 we
 ca
n
 mo
v
e
 to
 a su
i
t
a
b
l
e

lo
c
a
t
i
o
n
 th
a
t
 ca
n
 al
l
o
w
 us
 to
 co
n
t
i
n
u
e
 to
 se
r
v
i
c
e
 ou
r
 ex
i
s
t
i
n
g
 cu
s
t
o
m
e
r
s

an
d
 gr
o
w
 th
e
 bu
s
i
n
e
s
s
 as
 we
 pl
a
n
n
e
d
 to
.

We
 se
r
v
i
c
e
 a la
r
g
e
 am
o
u
n
t
 of
 se
n
i
o
r
 ci
t
i
z
e
n
s
 in
 th
i
s
 ar
e
a
 – no
t
 on
l
y
 fo
r

in
s
u
r
a
n
c
e
,
 bu
t
 fo
r
 fr
e
e
 no
t
a
r
y
 se
r
v
i
c
e
,
 co
p
i
e
s
,
 fa
x
 se
r
v
i
c
e
,
 et
c
.

Th
o
s
e

fo
l
k
s
 ne
e
d
 ea
s
e
 in
 ac
c
e
s
s
 of
 th
e
 pr
o
p
e
r
t
y
.

At
 th
i
s
 po
i
n
t
,
 we
 ar
e
 pl
e
a
d
i
n
g
 to
 NC
D
O
T
 an
d
 th
e
 de
c
i
s
i
o
n
 ma
k
e
r
s
 to

pu
r
c
h
a
s
e
 th
i
s
 pr
o
p
e
r
t
y
 so
 th
a
t
 we
 ca
n
 co
n
t
i
n
u
e
 to
 se
r
v
i
c
e
 th
e
 wo
n
d
e
r
f
u
l

pe
o
p
l
e
 in
 th
i
s
 co
m
m
u
n
i
t
y
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐11

1 
I am
 a lo
y
a
l
 cu
s
t
o
m
e
r
 of
 Na
t
i
o
n
w
i
d
e
 an
d
 do
 my
 bu
s
i
n
e
s
s
 at
 th
e

Mc
l
e
a
n
s
v
i
l
l
e
 of
f
i
c
e
.

Th
e
 pe
r
s
o
n
n
e
l
 th
e
r
e
 is
 wo
n
d
e
r
f
u
l
 wi
t
h
 aw
e
s
o
m
e
,

pr
o
f
e
s
s
i
o
n
a
l
,
 an
d
 pr
o
m
p
t
 cu
s
t
o
m
e
r
 se
r
v
i
c
e
 sk
i
l
l
s
 an
d
 I ST
R
O
N
G
L
Y

SU
G
G
E
S
T
 th
a
t
 NC
D
O
T
 pu
r
c
h
a
s
e
 th
e
i
r
 bu
i
l
d
i
n
g
 so
 th
a
t
 th
e
y
 ca
n
 mo
v
e
 to
 a 
sa
f
e
r
,
 mo
r
e
 ac
c
e
s
s
i
b
l
e
 bu
i
l
d
i
n
g
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐12

1 
As
 yo
u
 ar
e
 aw
a
r
e
 NC
D
O
T
 is
 pl
a
n
n
i
n
g
 to
 bu
i
l
d
 a br
i
d
g
e
 ov
e
r
 th
e
 ex
i
s
t
i
n
g

ra
i
l
r
o
a
d
 cr
o
s
s
i
n
g
 lo
c
a
t
e
d
 ve
r
y
 cl
o
s
e
 to
 th
e
 Ga
i
l
 Mo
s
l
e
y
 Ag
e
n
c
y
 lo
c
a
t
e
d
 at

Mc
L
e
a
n
s
v
i
l
l
e
 Rd
,
 Mc
L
e
a
n
s
v
i
l
l
e
,
 NC
.
 Al
s
o
,
 I un
d
e
r
s
t
a
n
d
 th
a
t
 Be
t
h
e
l
 Ch
u
r
c
h

Rd
 wi
l
l
 be
c
o
m
e
 a de
a
d
 en
d
 ro
a
d
 wh
i
c
h
 is
 th
e
 al
t
e
r
n
a
t
i
v
e
 ro
u
t
e
 to
 th
e

of
f
i
c
e
.
 Th
i
s
 wi
l
l
 st
o
p
 al
l
 ac
c
e
s
s
 fo
r
 my
s
e
l
f
 an
d
 ot
h
e
r
s
 fr
o
m
 Mc
L
e
a
n
s
v
i
l
l
e

Rd
.
 Th
i
s
 is
 ve
r
y
 co
n
c
e
r
n
i
n
g
 fo
r
 me
 as
 a co
n
s
u
m
e
r
.

I am
 ur
g
i
n
g
 yo
u
 an
d
 wh
o
m
 el
s
e
 is
 in
v
o
l
v
e
d
 wi
t
h
 de
c
i
s
i
o
n
 ma
k
i
n
g
 pr
o
c
e
s
s

to
 ar
r
a
n
g
e
 to
 pu
r
c
h
a
s
e
 th
e
 pr
o
p
e
r
t
y
 wh
i
c
h
 Na
t
i
o
n
w
i
d
e
 is
 cu
r
r
e
n
t
l
y

es
t
a
b
l
i
s
h
e
d
.
 It
 is
 ex
t
r
e
m
e
l
y
 un
f
a
i
r
 to
 us
 as
 co
n
s
u
m
e
r
s
 wh
e
n
 we
 ca
n
n
o
t

ac
c
e
s
s
 th
e
i
r
 of
f
i
c
e
 fo
r
 pa
y
m
e
n
t
s
,
 qu
e
s
t
i
o
n
s
 an
d
 as
s
i
s
t
a
n
c
e
 as
 ne
e
d
e
d
.

Wi
t
h
o
u
t
 th
e
 pu
r
c
h
a
s
e
 of
 th
e
 pr
o
p
e
r
t
y
 an
d
 ri
g
h
t
l
y
 du
e
 fu
n
d
s
 th
e
 of
f
i
c
e

wi
l
l
 cl
o
s
e
 fo
r
c
i
n
g
 us
,
 th
e
 co
n
s
u
m
e
r
s
,
 to
 mo
v
e
 ou
r
 bu
s
i
n
e
s
s
.
 I am
 ve
r
y

sa
t
i
s
f
i
e
d
 wi
t
h
 th
e
 se
r
v
i
c
e
 I re
c
e
i
v
e
 fr
o
m
 th
i
s
 lo
c
a
t
i
o
n
 an
d
 do
 no
t
 wi
s
h
 to

tr
a
n
s
f
e
r
 my
 bu
s
i
n
e
s
s
 to
 an
y
 ot
h
e
r
 Na
t
i
o
n
w
i
d
e
 br
a
n
c
h
.
 If
 ne
c
e
s
s
a
r
y
 I wi
l
l

gl
a
d
l
y
 go
 to
 an
o
t
h
e
r
 lo
c
a
t
i
o
n
 wh
i
c
h
 th
e
 se
r
v
i
c
e
 pr
o
v
i
d
e
r
s
 ar
e
 th
e
 sa
m
e
.

Ag
a
i
n
,
 I DO
 NO
T
 WI
S
H
 to
 be
 fo
r
c
e
d
 to
 mo
v
e
 to
 an
o
t
h
e
r
 ag
e
n
c
y
.
 I ha
v
e

be
e
n
 ex
t
r
e
m
e
l
y
 sa
t
i
s
f
i
e
d
 wi
t
h
 th
e
 se
r
v
i
c
e
 my
 fa
m
i
l
y
 an
d
 I re
c
e
i
v
e
 fr
o
m

th
e
s
e
 ag
e
n
t
s
 an
d
 re
f
u
s
e
 to
 ac
c
e
p
t
 se
r
v
i
c
e
 fr
o
m
 an
o
t
h
e
r
 ag
e
n
t
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐13

1 
As
 a lo
n
g
‐ti
m
e
 cl
i
e
n
t
 of
 Na
t
i
o
n
w
i
d
e
 In
s
u
r
a
n
c
e
 on
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
,
 I 
am
 ve
r
y
 co
n
c
e
r
n
e
d
 to
 le
a
r
n
 th
a
t
 th
e
 NC
D
O
T
 do
e
s
 no
t
 pl
a
n
 to
 pu
r
c
h
a
s
e

Na
t
i
o
n
w
i
d
e
'
s
 bu
i
l
d
i
n
g
 th
a
t
 wi
l
l
 be
 cu
t
 of
f
 by
 th
e
 pr
o
p
o
s
e
d
 ne
w
 br
i
d
g
e
.
 I 
am
 su
r
e
 th
a
t
 yo
u
 ar
e
 we
l
l
‐aw
a
r
e
 of
 th
e
 ec
o
n
o
m
i
c
 co
n
d
i
t
i
o
n
s
 in
 ou
r
 st
a
t
e
,

wh
i
c
h
 ha
v
e
 ma
d
e
 it
 di
f
f
i
c
u
l
t
 en
o
u
g
h
 fo
r
 bu
s
i
n
e
s
s
e
s
 to
 op
e
r
a
t
e
 in
 re
c
e
n
t

ye
a
r
s
.
 It
 is
 di
s
a
p
p
o
i
n
t
i
n
g
 th
a
t
 a bu
s
i
n
e
s
s
 wo
u
l
d
 be
 fu
r
t
h
e
r
 ha
m
p
e
r
e
d
 by
 a 
go
v
e
r
n
m
e
n
t
 or
g
a
n
i
z
a
t
i
o
n
.

I vi
s
i
t
 th
i
s
 of
f
i
c
e
 lo
c
a
t
i
o
n
 re
g
u
l
a
r
l
y
,
 fo
r
 re
v
i
e
w
s
 of
 my
 in
s
u
r
a
n
c
e
 po
l
i
c
y
,
 to

ch
a
n
g
e
 ve
h
i
c
l
e
s
,
 ma
k
e
 up
d
a
t
e
s
,
 et
c
.
 Al
t
h
o
u
g
h
 I lo
v
e
 th
i
s
 co
m
p
a
n
y
 an
d
 it
s

em
p
l
o
y
e
e
s
 en
o
u
g
h
 to
 re
m
a
i
n
 a lo
y
a
l
 cu
s
t
o
m
e
r
 ev
e
n
 if
 I am
 un
a
b
l
e
 to

ac
c
e
s
s
 th
e
i
r
 lo
c
a
t
i
o
n
,
 I al
s
o
 re
c
o
g
n
i
z
e
 th
a
t
 no
t
 ev
e
r
y
o
n
e
 wi
l
l
 fe
e
l
 th
e

sa
m
e
,
 an
d
 I kn
o
w
 th
a
t
 re
v
i
e
w
i
n
g
 my
 in
s
u
r
a
n
c
e
 po
l
i
c
i
e
s
 fo
r
 ch
a
n
g
e
s
 to
 be

ma
d
e
 wi
l
l
 be
 fa
r
 le
s
s
 ef
f
e
c
t
i
v
e
l
y
 do
n
e
 vi
a
 ph
o
n
e
 or
 em
a
i
l
.
 I re
s
p
e
c
t
f
u
l
l
y

en
c
o
u
r
a
g
e
 th
e
 NC
D
O
T
 to
 re
c
o
n
s
i
d
e
r
 th
i
s
 de
c
i
s
i
o
n
,
 wh
i
c
h
 is
 in
 no
 wa
y
 in

th
e
 be
s
t
 in
t
e
r
e
s
t
s
 of
 a lo
c
a
l
 sm
a
l
l
 bu
s
i
n
e
s
s
 an
d
/
o
r
 ou
r
 co
m
m
u
n
i
t
y
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐14

1 
Se
e
m
s
 th
a
t
 yo
u
 al
l
 do
 no
t
 ca
r
e
 fo
r
 ot
h
e
r
 pe
o
p
l
e
,
 yo
u
 al
l
 ne
e
d
 to
 bu
y
 th
e

Na
t
i
o
n
w
i
d
e
 bu
i
l
d
i
n
g
 on
 Mc
L
e
a
n
s
v
i
l
l
e
 Rd
,
 be
c
a
u
s
e
 yo
u
 al
l
 do
n
’
t
 se
e
m
 to

ca
r
e
 ab
o
u
t
 th
e
 im
p
a
c
t
 of
 ot
h
e
r
s
.

If
 yo
u
 al
l
 ha
v
e
 th
e
 mo
n
e
y
 or
 fu
n
d
s
 to

bu
i
l
d
 a br
i
d
g
e
 th
e
n
 yo
u
 ca
n
 bu
y
 th
i
s
 in
s
u
r
a
n
c
e
 bu
i
l
d
i
n
g
 so
 us
 pa
y
i
n
g

cu
s
t
o
m
e
r
s
 ca
n
 co
n
t
i
n
u
e
 to
 do
 bu
s
i
n
e
s
s
 wi
t
h
 ou
r
 ag
e
n
t
s
.

I ha
v
e
 be
e
n

wi
t
h
 Ga
i
l
 Mo
s
e
l
e
y
 fo
r
 ye
a
r
s
 an
d
 I do
n
’
t
 ne
e
d
 yo
u
 al
l
 to
 co
m
e
 in
 an
d
 me
s
s

th
i
s
 up
.

If
 yo
u
 ca
n
’
t
 bu
y
 th
e
 bu
i
l
d
i
n
g
 so
 we
 ca
n
 co
n
t
i
n
u
e
 to
 go
 in
 an
d
 pa
y

ou
r
 in
s
u
r
a
n
c
e
 th
e
n
 le
a
v
e
 th
i
n
g
s
 al
o
n
e
.

Ma
y
b
e
 yo
u
 al
l
 do
n
’
t
 ca
r
e
 bu
t

th
i
n
k
,
 ju
s
t
 th
i
n
k
 ab
o
u
t
 th
e
 ot
h
e
r
 pe
o
p
l
e
 yo
u
 wi
l
l
 be
 af
f
e
c
t
i
n
g
,
 cu
s
t
o
m
e
r
s

dr
i
v
e
 ve
r
y
 fa
r
 to
 pa
y
 th
e
i
r
 bi
l
l
 he
r
e
 so
 al
l
 we
 ar
e
 as
k
i
n
g
 is
 to
 bu
y
 th
i
s

bu
i
l
d
i
n
g
 so
 th
a
t
 we
 ca
n
 ha
v
e
 a pl
a
c
e
 to
 go
 fo
r
 ou
r
 in
s
u
r
a
n
c
e
.

I do
 no
t

wa
n
t
 to
 ch
a
n
g
e
 my
 ag
e
n
t
s
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐15

1 
I am
 wr
i
t
i
n
g
 yo
u
 in
 re
g
a
r
d
s
 to
 th
e
 ne
c
e
s
s
a
r
y
 pu
r
c
h
a
s
e
 of
 th
e
 Ga
i
l

Mo
s
e
l
e
y
 pr
o
p
e
r
t
y
 in
 Mc
L
e
a
n
s
v
i
l
l
e
 on
 th
e
 co
r
n
e
r
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

an
d
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
.
 My
 fa
m
i
l
y
 ha
s
 do
n
e
 bu
s
i
n
e
s
s
 wi
t
h
 th
i
s
 ag
e
n
c
y

fo
r
 qu
i
t
e
 a wh
i
l
e
.
 I un
d
e
r
s
t
a
n
d
 th
a
t
 pr
o
g
r
e
s
s
i
o
n
 ha
s
 to
 co
n
t
i
n
u
e
 in
 ou
r

wo
r
l
d
 to
 ma
k
e
 th
i
n
g
s
 ea
s
i
e
r
 an
d
/
o
r
 mo
r
e
 co
n
v
e
n
i
e
n
t
.
 Bu
t
 I mu
s
t
 sa
y
 th
a
t

I do
n
’
t
 se
e
 an
y
 co
n
v
e
n
i
e
n
c
e
 fo
r
 th
i
s
 ag
e
n
c
y
 or
 th
e
i
r
 cu
s
t
o
m
e
r
s
 as
 fa
r
 as

ac
c
e
s
s
i
b
i
l
i
t
y
.
 My
 un
d
e
r
s
t
a
n
d
i
n
g
 is
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
 wi
l
l
 de
a
d
 en
d
 an
d

th
e
 ag
e
n
c
y
’
s
 pa
r
k
i
n
g
 lo
t
 wi
l
l
 no
t
 be
 ac
c
e
s
s
i
b
l
e
 fr
o
m
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
.

So
,
 th
e
r
e
f
o
r
e
,
 ho
w
 wi
l
l
 cu
s
t
o
m
e
r
 go
 by
 to
 pa
y
 th
e
i
r
 bi
l
l
 or
 ta
l
k
 to
 Sa
n
d
i
 or

Tr
a
c
y
 or
 ot
h
e
r
 em
p
l
o
y
e
e
s
 ab
o
u
t
 in
s
u
r
a
n
c
e
 ma
t
t
e
r
s
?
 I ha
v
e
 em
a
i
l
e
d
 ba
c
k

an
d
 fo
r
t
h
 wi
t
h
 Sa
n
d
i
 an
d
 fe
e
l
 th
a
t
 th
e
 ag
e
n
c
y
’
s
 pr
o
p
e
r
t
y
 ne
e
d
s
 to
 be

pu
r
c
h
a
s
e
d
 by
 th
e
 st
a
t
e
 so
 th
e
y
 ca
n
 mo
v
e
 to
 a mu
c
h
 sa
f
e
r
 an
d
 mo
r
e

ac
c
e
s
s
i
b
l
e
 lo
c
a
t
i
o
n
.
 If
 th
i
s
 do
e
s
n
’
t
 ha
p
p
e
n
,
 ho
w
 wi
l
l
 th
e
y
 be
 ab
l
e
 to

co
n
d
u
c
t
 bu
s
i
n
e
s
s
 on
 a da
i
l
y
 ba
s
i
s
?
 Sa
n
d
i
 di
d
 me
n
t
i
o
n
 th
a
t
 a po
s
s
i
b
l
e

dr
i
v
e
w
a
y
 co
u
l
d
 be
 ma
d
e
 fr
o
m
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
 to
 ge
t
 to
 th
e
 bu
i
l
d
i
n
g
,

bu
t
 th
a
t
 wo
u
l
d
 ca
u
s
e
 a lo
t
 of
 fo
l
k
s
 to
 ha
v
e
 to
 go
 “a
r
o
u
n
d
 th
e
 el
b
o
w
 to

ge
t
 to
 th
e
 th
u
m
b
”
 so
 to
 sp
e
a
k
.
 Pl
e
a
s
e
 do
 co
n
s
i
d
e
r
 ou
r
 re
a
s
o
n
i
n
g
 on
 th
i
s

ma
t
t
e
r
.
 Al
t
h
o
u
g
h
 I ag
r
e
e
 wi
t
h
 pr
o
g
r
e
s
s
,
 I do
n
’
t
 ag
r
e
e
 wi
t
h
 th
e
 po
s
s
i
b
i
l
i
t
y

of
 ta
k
i
n
g
 a co
m
p
a
n
y
’
s
 bu
s
i
n
e
s
s
 aw
a
y
.
 An
d
 th
a
t
 wo
u
l
d
 pr
o
b
a
b
l
y
 ha
p
p
e
n
.

Pu
t
 yo
u
r
s
e
l
f
 in
 th
e
i
r
 po
s
i
t
i
o
n
.
 Wh
a
t
 wo
u
l
d
 yo
u
 wa
n
t
?

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐16

1 
My
 so
n
 an
d
 I ar
e
 cu
s
t
o
m
e
r
s
 of
 th
e
 Na
t
i
o
n
w
i
d
e
 In
s
u
r
a
n
c
e
 co
m
p
a
n
y

wh
o
s
e
 of
f
i
c
e
 is
 lo
c
a
t
e
d
 on
 th
e
 co
r
n
e
r
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Rd
 an
d
 Be
t
h
e
l

Ch
u
r
c
h
 Rd
 in
 Mc
L
e
a
n
s
v
i
l
l
e
,
 NC
.

We
 ha
v
e
 be
e
n
 ad
v
i
s
e
d
 th
a
t
 we
 wi
l
l
 ha
v
e

no
 ac
c
e
s
s
 to
 th
a
t
 of
f
i
c
e
 wh
e
n
 yo
u
 cl
o
s
e
 of
f
 bo
t
h
 ro
a
d
s
.

We
 ar
e
 pl
e
a
d
i
n
g
 wi
t
h
 yo
u
 to
 pu
r
c
h
a
s
e
 th
e
i
r
 pr
o
p
e
r
t
y
 so
 th
e
y
 ca
n
 mo
v
e

to
 an
o
t
h
e
r
 lo
c
a
t
i
o
n
 th
a
t
 wi
l
l
 be
 ac
c
e
s
s
i
b
l
e
 to
 us
 an
d
 sa
f
e
r
 fo
r
 th
e
m
.

We

un
d
e
r
s
t
a
n
d
 th
a
t
 th
e
y
 ca
n
n
o
t
 us
e
 th
e
 ba
c
k
 po
r
t
i
o
n
 of
 th
a
t
 pr
o
p
e
r
t
y
 to

ga
i
n
 ac
c
e
s
s
 to
 Be
t
h
e
l
 Ch
u
r
c
h
 Rd
 be
c
a
u
s
e
 of
 th
e
 se
p
t
i
c
 sy
s
t
e
m
.

Ag
a
i
n
 we

be
g
 yo
u
 to
 re
c
o
n
s
i
d
e
r
 pu
r
c
h
a
s
i
n
g
 th
e
i
r
 pr
o
p
e
r
t
y
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐17

1 
We
 ar
e
 se
n
d
i
n
g
 yo
u
 th
i
s
 le
t
t
e
r
 in
 re
s
p
o
n
s
e
 ab
o
u
t
 my
 LO
C
A
L
 Na
t
i
o
n
w
i
d
e

In
s
u
r
a
n
c
e
 Ag
e
n
t
.

It
 is
 to
 my
 un
d
e
r
s
t
a
n
d
i
n
g
 th
a
t
 yo
u
 ar
e
 go
i
n
g
 to
 bu
i
l
d
 an

ov
e
r
p
a
s
s
 th
a
t
 ef
f
e
c
t
s
 US
 go
i
n
g
 in
 to
 pa
y
 ou
r
 ho
m
e
o
w
n
e
r
s
,
 au
t
o
m
o
b
i
l
e
,

bo
a
t
,
 an
d
 or
 bu
s
i
n
e
s
s
 pa
y
m
e
n
t
s
 an
d
/
o
r
 do
 an
y
 ot
h
e
r
 bu
s
i
n
e
s
s
 wi
t
h
 my

ag
e
n
t
,
 Ga
i
l
 Mo
s
l
e
y
 an
d
 he
r
 as
s
i
s
t
a
n
t
s
‐‐
Sa
n
d
i
 an
d
 Tr
a
c
y
.
…

I un
d
e
r
s
t
a
n
d

th
a
t
 yo
u
 ar
e
 go
i
n
g
 to
 cu
t
 of
f
 ac
c
e
s
s
 to
 he
r
 bu
i
l
d
i
n
g
 vi
a
 Mc
L
e
a
n
s
v
i
l
l
e
 Rd
.

Th
i
s
 me
a
n
s
 th
a
t
 I wi
l
l
 ha
v
e
 to
 fi
n
d
 th
e
 al
t
e
r
n
a
t
e
 ro
u
t
e
 to
 be
 ab
l
e
 to
 en
t
e
r

fr
o
m
 Be
t
h
e
l
 Ch
u
r
c
h
 Rd
.
 to
 wh
i
c
h
 at
 th
i
s
 ti
m
e
 I am
 no
t
 ex
a
c
t
l
y
 su
r
e
 to

co
m
e
 in
 fr
o
m
 an
o
t
h
e
r
 di
r
e
c
t
i
o
n
.

I do
 no
t
 wi
s
h
 to
 be
 dr
i
v
i
n
g
 th
r
o
u
g
h
 he
r

se
p
t
i
c
 dr
a
i
n
 fi
e
l
d
 li
n
e
s
 to
 be
 ab
l
e
 to
 go
 in
 an
d
 do
 my
 bu
s
i
n
e
s
s
.

Ar
e
 yo
u

go
i
n
g
 to
 mo
v
e
 th
e
s
e
 dr
a
i
n
 fi
e
l
d
s
,
 ma
k
e
 he
r
 a ne
w
 pa
r
k
i
n
g
 lo
t
 or
 wh
a
t
?

I 
th
i
n
k
 yo
u
 sh
o
u
l
d
 al
s
o
 pu
r
c
h
a
s
e
 th
e
 la
n
d
 an
d
 bu
i
l
d
i
n
g
 wh
e
r
e
 Na
t
i
o
n
w
i
d
e

is
 lo
c
a
t
e
d
 an
d
 pu
t
 a st
o
p
 to
 th
i
s
 ma
d
n
e
s
s
 an
d
 le
t
 he
r
 bu
s
i
n
e
s
s
 co
n
t
i
n
u
e

to
 gr
o
w
 in
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 ar
e
a
.

I kn
o
w
 se
v
e
r
a
l
 of
 he
r
 cu
s
t
o
m
e
r
s
 an
d

we
 ar
e
 al
l
 wi
l
l
i
n
g
 to
 he
l
p
 he
r
 fi
g
h
t
 fo
r
 th
e
 sa
l
e
 an
d
 wi
l
l
 do
 wh
a
t
e
v
e
r
 sh
e

ne
e
d
s
.

If
 th
i
s
 we
r
e
 my
 bu
s
i
n
e
s
s
 th
e
r
e
,
 I wo
u
l
d
n
'
t
 wa
n
t
 to
 be
 up
 un
d
e
r

th
e
 ov
e
r
p
a
s
s
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐18

1 
Th
i
s
 is
 be
i
n
g
 se
n
t
 to
 yo
u
 ex
p
r
e
s
s
i
n
g
 my
 co
n
c
e
r
n
s
 fo
r
 th
e
 MA
J
O
R
 wo
r
k

yo
u
 pl
a
n
 to
 do
 at
 th
e
 Ra
i
l
r
o
a
d
 Cr
o
s
s
i
n
g
 on
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
.

Pe
r
s
o
n
a
l
l
y
,
 I do
 no
t
 un
d
e
r
s
t
a
n
d
 wh
y
 th
i
s
 ha
s
 to
 be
 do
n
e
 at
 al
l
.
 Th
e

cr
o
s
s
i
n
g
 is
 in
 ex
c
e
l
l
e
n
t
 co
n
d
i
t
i
o
n
 no
w
 an
d
 is
 ma
i
n
t
a
i
n
e
d
 ve
r
y
 we
l
l
.

Th
e

st
i
m
u
l
u
s
 mo
n
e
y
 th
a
t
 is
 "t
a
r
g
e
t
e
d
"
 fo
r
 th
i
s
,
 sh
o
u
l
d
 be
 re
t
u
r
n
e
d
 to

Wa
s
h
i
n
g
t
o
n
.

Mo
r
e
 di
r
e
 ne
e
d
s
 to
 be
 ta
k
e
n
 ca
r
e
 of
 ‐

fo
r
 in
s
t
a
n
c
e
,
 br
i
d
g
e
s

an
d
 ro
a
d
s
.

Gr
a
d
e
‐se
p
a
r
a
t
i
n
g
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 ra
i
l
r
o
a
d
 cr
o
s
s
i
n
g
 and closing the Carmon 
Ro
a
d
 ra
i
l
r
o
a
d
 cr
o
s
s
i
n
g
 wi
l
l
 el
i
m
i
n
a
t
e
 th
e
 po
t
e
n
t
i
a
l
 fo
r
 vehicle‐train collisions and 
wo
u
l
d
 im
p
r
o
v
e
 ve
h
i
c
u
l
a
r
 an
d
 tr
a
i
n
 op
e
r
a
t
i
o
n
s
.

Fu
n
d
i
n
g
 for the Project is anticipated 
to
 co
m
e
 fr
o
m
 th
e
 Am
e
r
i
c
a
n
 Re
c
o
v
e
r
y
 an
d
 Re
i
n
v
e
s
t
m
e
n
t
 Act (ARRA) and cannot be 
us
e
d
 fo
r
 pr
o
j
e
c
t
s
 th
a
t
 ar
e
 no
t
 ra
i
l
‐re
l
a
t
e
d
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐18

(c
o
n
t
.
)

2 
Ho
w
e
v
e
r
,
 if
 yo
u
 st
i
l
l
 pl
a
n
 to
 go
 ah
e
a
d
 wi
t
h
 th
i
s
 pr
o
j
e
c
t
 th
e
n
 wh
y
 is
 th
e

St
a
t
e
 no
t
 pu
r
c
h
a
s
i
n
g
 th
e
 pr
o
p
e
r
t
y
 th
a
t
 is
 lo
c
a
t
e
d
 at
 th
i
s
 cr
o
s
s
i
n
g
 ‐

On
e
 of

th
e
 pr
o
p
e
r
t
i
e
s
 is
 a bu
s
i
n
e
s
s
.

Th
i
s
 wi
l
l
 vi
r
t
u
a
l
l
y
 cl
o
s
e
 th
i
s
 pe
r
s
o
n
'
s

bu
s
i
n
e
s
s
 as
 no
 on
e
 wi
l
l
 ha
v
e
 ac
c
e
s
s
 to
 he
r
 bu
i
l
d
i
n
g
.

Th
i
s
 pr
o
p
e
r
t
y
 ne
e
d
s

to
 be
 pu
r
c
h
a
s
e
d
 in
 or
d
e
r
 fo
r
 th
e
 ow
n
e
r
 to
 lo
c
a
t
e
 to
 a be
t
t
e
r
 an
d
 sa
f
e
r

lo
c
a
t
i
o
n
.

Wh
y
 do
e
s
 th
e
 go
v
e
r
n
m
e
n
t
 wa
n
t
 to
 ha
r
m
 ou
r
 ci
t
i
z
e
n
s
 wh
o
 ha
v
e

do
n
e
 no
t
h
i
n
g
 wr
o
n
g
 ‐

bu
t
 wi
l
l
 pa
y
 a pr
i
c
e
 du
e
 to
 th
e
 fi
a
s
c
o
 in

Wa
s
h
i
n
g
t
o
n
 an
d
 no
w
 in
 No
r
t
h
 Ca
r
o
l
i
n
a
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

3 
By
 th
e
 wa
y
,
 wh
a
t
 is
 go
i
n
g
 to
 ha
p
p
e
n
 on
 Ma
i
n
 St
r
e
e
t
 in
 Gi
b
s
o
n
v
i
l
l
e
?

Wi
l
l

th
e
 wh
o
l
e
 to
w
n
 be
 cl
o
s
e
d
 do
w
n
?
?
?

An
y
 tr
a
n
s
p
o
r
t
a
t
i
o
n
 im
p
r
o
v
e
m
e
n
t
s
 in
 Gi
b
s
o
n
v
i
l
l
e
 ar
e
 not a part of the McLeansville 
Ro
a
d
 Gr
a
d
e
 Se
p
a
r
a
t
i
o
n
 Pr
o
j
e
c
t
.

C‐19

1 
RE
:
 Bu
i
l
d
i
n
g
 be
l
o
n
g
i
n
g
 to
 th
e
 Ga
i
l
 Mo
s
e
l
e
y
 In
s
u
r
a
n
c
e

Pl
e
a
s
e
 pu
r
c
h
a
s
e
 th
e
i
r
 bu
i
l
d
i
n
g
.

I ha
v
e
 ha
d
 in
s
u
r
a
n
c
e
 wi
t
h
 th
e
m
 fo
r
 a 
ve
r
y
 lo
n
g
 ti
m
e
 an
d
 pe
r
i
o
d
i
c
a
l
l
y
 ha
v
e
 to
 go
 in
 th
e
r
e
 to
 do
 bu
s
i
n
e
s
s
.

I 
do
n
’
t
 li
k
e
 th
e
 id
e
a
 of
 it
 be
i
n
g
 un
s
a
f
e
 fo
r
 th
e
m
 to
 wo
r
k
 th
e
r
e
.

Th
a
n
k
s
 fo
r

co
n
s
i
d
e
r
i
n
g
 th
i
s
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐20

1 
It
 ha
s
 co
m
e
 to
 my
 at
t
e
n
t
i
o
n
 th
a
t
 a br
i
d
g
e
 is
 to
 be
 bu
i
l
t
 in
 th
i
s
 ar
e
a
 wh
i
c
h

wi
l
l
 gr
e
a
t
l
y
 im
p
a
c
t
 th
e
 Na
t
i
o
n
w
i
d
e
 of
f
i
c
e
.

Th
i
s
 of
f
i
c
e
 ha
s
 be
e
n
 in

op
e
r
a
t
i
o
n
 at
 th
i
s
 si
t
e
 si
n
c
e
 20
0
6
 an
d
 is
 a gr
e
a
t
 as
s
e
t
 to
 th
e
 lo
c
a
l

co
m
m
u
n
i
t
y
.

Ap
p
r
o
x
i
m
a
t
e
l
y
 12
0
0
 cu
s
t
o
m
e
r
s
 us
e
 th
i
s
 of
f
i
c
e
 to
 co
n
d
u
c
t

th
e
i
r
 bu
s
i
n
e
s
s
 an
d
 ha
v
e
 co
m
e
 to
 de
p
e
n
d
 on
 it
s
 lo
c
a
t
i
o
n
.

We
 un
d
e
r
s
t
a
n
d

th
a
t
 on
c
e
 th
e
 bu
i
l
d
i
n
g
 of
 th
e
 br
i
d
g
e
 is
 do
n
e
,
 ac
c
e
s
s
i
b
i
l
i
t
y
 fo
r
 th
e

cu
s
t
o
m
e
r
s
 wi
l
l
 be
 gr
e
a
t
l
y
 af
f
e
c
t
e
d
 in
 a ne
g
a
t
i
v
e
 wa
y
.

Pl
e
a
s
e
 ha
v
e
 th
e

NC
D
O
T
 pu
r
c
h
a
s
e
 th
i
s
 lo
t
 so
 th
a
t
 th
e
y
 ca
n
 re
l
o
c
a
t
e
 to
 a mo
r
e
 ac
c
e
s
s
i
b
l
e

lo
c
a
t
i
o
n
.

Th
i
s
 wi
l
l
 be
n
e
f
i
t
 so
 ma
n
y
 an
d
 he
l
p
 th
e
 co
m
m
u
n
i
t
y
 in
 so
 ma
n
y

wa
y
s
.

Th
a
n
k
 yo
u
 fo
r
 yo
u
r
 ti
m
e
 an
d
 co
n
s
i
d
e
r
a
t
i
o
n
 in
 th
i
s
 im
p
o
r
t
a
n
t

ma
t
t
e
r
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐21

1 
Re
:
 Pr
o
p
e
r
t
y
 Ow
n
e
r
 – Ga
i
l
 Mo
s
e
l
e
y

Ad
v
e
r
s
e
 im
p
a
c
t
 st
a
t
e
m
e
n
t
 an
d
 re
q
u
e
s
t
 fo
r
 re
c
o
n
s
i
d
e
r
a
t
i
o
n
 of
 pr
o
p
e
r
t
y

ta
k
i
n
g
 re
g
a
r
d
i
n
g
 56
0
0
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

I am
 wr
i
t
i
n
g
 on
 be
h
a
l
f
 of
 Ga
i
l
 Mo
s
e
l
e
y
,
 ow
n
e
r
 of
 re
a
l
 pr
o
p
e
r
t
y
 lo
c
a
t
e
d
 at

56
0
0
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
,
 Mc
L
e
a
n
s
v
i
l
l
e
,
 No
r
t
h
 Ca
r
o
l
i
n
a
.

Ms
.
 Mo
s
e
l
e
y
 ha
s

op
e
r
a
t
e
d
 he
r
 bu
s
i
n
e
s
s
,
 Ga
i
l
 Mo
s
e
l
e
y
 Ag
e
n
c
y
,
 In
c
.
 db
a
 Na
t
i
o
n
w
i
d
e

In
s
u
r
a
n
c
e
,
 at
 th
i
s
 lo
c
a
t
i
o
n
 fo
r
 th
e
 pa
s
t
 se
v
e
n
 ye
a
r
s
.

Al
o
n
g
 wi
t
h
 ot
h
e
r

ne
i
g
h
b
o
r
i
n
g
 pr
o
p
e
r
t
y
 ow
n
e
r
s
,
 Ms
.
 Mo
s
e
l
e
y
 wa
s
 ad
v
i
s
e
d
 of
 th
e
 No
r
t
h

Ca
r
o
l
i
n
a
 De
p
a
r
t
m
e
n
t
 of
 Tr
a
n
s
p
o
r
t
a
t
i
o
n
’
s
 (N
C
D
O
T
)
 pr
o
p
o
s
e
d
 pr
o
j
e
c
t
 to

co
n
s
t
r
u
c
t
 a br
i
d
g
e
 on
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 ov
e
r
 th
e
 No
r
t
h
 Ca
r
o
l
i
n
a

Ra
i
l
r
o
a
d
 tr
a
c
k
s
,
 wh
i
c
h
 wo
u
l
d
 in
c
l
u
d
e
 al
t
e
r
n
a
t
e
 ro
a
d
w
a
y
 al
i
g
n
m
e
n
t
s
 fo
r

Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 wh
e
r
e
 he
r
 bu
s
i
n
e
s
s
 is
 lo
c
a
t
e
d
.

Af
t
e
r
 le
a
r
n
i
n
g
 of
 th
e

pr
o
p
o
s
e
d
 pr
o
j
e
c
t
,
 Ms
.
 Mo
s
e
l
e
y
 at
t
e
n
d
e
d
 th
e
 va
r
i
o
u
s
 NC
D
O
T
 wo
r
k
s
h
o
p
s

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

on
 th
e
 ma
t
t
e
r
 an
d
 al
s
o
 di
s
c
u
s
s
e
d
 th
e
 fa
t
e
 of
 he
r
 pr
o
p
e
r
t
y
 an
d
 bu
s
i
n
e
s
s

wi
t
h
 yo
u
 an
d
 an
o
t
h
e
r
 NC
D
O
T
 re
p
r
e
s
e
n
t
a
t
i
v
e
 at
 wh
i
c
h
 ti
m
e
s
 sh
e

fo
r
t
h
r
i
g
h
t
l
y
 vo
i
c
e
d
 he
r
 co
n
c
e
r
n
 an
d
 po
s
i
t
i
o
n
 ab
o
u
t
 th
e
 ad
v
e
r
s
e

ec
o
n
o
m
i
c
 im
p
a
c
t
 to
 he
r
 bu
s
i
n
e
s
s
.

Fr
o
m
 th
o
s
e
 di
s
c
u
s
s
i
o
n
s
 an
d

in
f
o
r
m
a
t
i
o
n
,
 as
 la
t
e
 as
 No
v
e
m
b
e
r
 20
1
2
,
 Ms
.
 Mo
s
e
l
e
y
 be
l
i
e
v
e
d
 th
a
t

NC
D
O
T
 ag
r
e
e
d
 th
a
t
 he
r
 bu
s
i
n
e
s
s
 wo
u
l
d
 be
 ad
v
e
r
s
e
l
y
 im
p
a
c
t
e
d
 an
d
 th
a
t

he
r
 pr
o
p
e
r
t
y
 wo
u
l
d
 be
 ta
k
e
n
.

Th
e
r
e
a
f
t
e
r
,
 sh
e
 aw
a
i
t
e
d
 an
 of
f
e
r
 fr
o
m

NC
D
O
T
 to
 pu
r
c
h
a
s
e
 he
r
 pr
o
p
e
r
t
y
.

La
s
t
 mo
n
t
h
,
 yo
u
 ad
v
i
s
e
d
 Ms
.
 Mo
s
e
l
e
y

th
a
t
 NC
D
O
T
 ha
s
 ch
o
s
e
n
 th
e
 ro
a
d
w
a
y
 re
a
l
i
g
n
m
e
n
t
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

kn
o
w
n
 as
 ‘P
‐52
0
4
 Al
t
e
r
n
a
t
i
v
e
 A’
,
 a co
p
y
 of
 wh
i
c
h
 yo
u
 se
n
t
 to
 he
r
 an
d
 I 
ha
v
e
 re
v
i
e
w
e
d
.

Fu
r
t
h
e
r
m
o
r
e
,
 yo
u
 ad
v
i
s
e
d
 th
a
t
 NC
D
O
T
 wo
u
l
d
 no
t
 be
 ta
k
i
n
g
 an
y
 of
 Ms
.

Mo
s
e
l
e
y
’
s
 pr
o
p
e
r
t
y
,
 as
 a re
s
u
l
t
 of
 th
e
 ro
a
d
 re
a
l
i
g
n
m
e
n
t
,
 be
c
a
u
s
e
 he
r

pr
o
p
e
r
t
y
 wa
s
 no
t
 co
n
s
i
d
e
r
e
d
 im
p
a
c
t
e
d
.

Ms
.
 Mo
s
e
l
e
y
 st
r
o
n
g
l
y
 di
s
a
g
r
e
e
s

wi
t
h
 th
e
 NC
D
O
T
’
s
 de
c
i
s
i
o
n
 no
t
 to
 ta
k
e
 he
r
 pr
o
p
e
r
t
y
 an
d
 no
t
 to
 ma
k
e
 an

of
f
e
r
 to
 pu
r
c
h
a
s
e
 sa
m
e
.

Th
e
 re
a
l
i
g
n
m
e
n
t
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 wi
l
l
 ha
v
e

an
 ad
v
e
r
s
e
 im
p
a
c
t
 on
 Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
 an
d
 sh
e
 wi
l
l
 su
f
f
e
r

su
b
s
t
a
n
t
i
a
l
 bu
s
i
n
e
s
s
 ec
o
n
o
m
i
c
 lo
s
s
 in
 wa
y
s
 wh
i
c
h
 in
c
l
u
d
e
,
 bu
t
 ar
e
 no
t

li
m
i
t
e
d
,
 to
 th
e
 fo
l
l
o
w
i
n
g
:

2 
1.
 Th
e
r
e
 wi
l
l
 be
 no
 tr
a
f
f
i
c
 pa
s
s
i
n
g
 by
 Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
.

Ac
c
o
r
d
i
n
g

to
 ‘P
‐52
0
4
 Al
t
e
r
n
a
t
i
v
e
 A’
,
 af
t
e
r
 th
e
 re
a
l
i
g
n
m
e
n
t
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
,

Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
 wi
l
l
 be
 lo
c
a
t
e
d
 at
 th
e
 en
d
 of
 a de
a
d
 en
d
 st
r
e
e
t
.

It
 is
 he
r
 un
d
e
r
s
t
a
n
d
i
n
g
 th
a
t
 th
e
 po
r
t
i
o
n
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 wh
i
c
h

cu
r
r
e
n
t
l
y
 ru
n
s
 in
 fr
o
n
t
 of
 he
r
 bu
s
i
n
e
s
s
 wi
l
l
 be
 co
m
p
l
e
t
e
l
y
 cl
o
s
e
d
 to

tr
a
f
f
i
c
.

Th
e
 on
l
y
 pe
r
s
o
n
s
 tr
a
v
e
l
i
n
g
 do
w
n
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
,
 wh
i
c
h
 ru
n
s

ad
j
a
c
e
n
t
 to
 th
e
 we
s
t
e
r
n
 si
d
e
 an
d
 ba
c
k
 of
 he
r
 bu
i
l
d
i
n
g
,
 wi
l
l
 be
 th
e
 ve
r
y

fe
w
 pr
o
p
e
r
t
y
 ow
n
e
r
s
 an
d
/
o
r
 re
s
i
d
e
n
t
s
 re
m
a
i
n
i
n
g
 on
 th
e
 ro
a
d
.

Ac
c
o
r
d
i
n
g
 to
 th
e
 ‘2
0
1
2
 Al
t
e
r
n
a
t
i
v
e
 1 – No
 Bu
i
l
d
 av
e
r
a
g
e
 an
n
u
a
l
 da
i
l
y

tr
a
f
f
i
c
 di
a
g
r
a
m
’
,
 ap
p
r
o
x
i
m
a
t
e
l
y
 9,
8
0
0
 ve
h
i
c
l
e
s
 tr
a
v
e
l
 th
e
 po
r
t
i
o
n
 of

Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 th
a
t
 wi
l
l
 be
 cl
o
s
e
d
 an
d
 re
a
l
i
g
n
e
d
;
 an
d
 ap
p
r
o
x
i
m
a
t
e
l
y

2,
0
0
0
 ve
h
i
c
l
e
s
 tr
a
v
e
l
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
 to
 an
d
 fr
o
m
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

to
 th
a
t
 sa
m
e
 po
r
t
i
o
n
.

Af
t
e
r
 th
e
 pr
o
p
o
s
e
d
 re
a
l
i
g
n
m
e
n
t
,
 NO
N
E
 of
 th
e
s
e

ve
h
i
c
l
e
s
 wi
l
l
 pa
s
s
 Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
 an
y
 lo
n
g
e
r
 on
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e

Ro
a
d
 si
d
e
 an
d
 th
e
 ve
h
i
c
l
e
 co
u
n
t
 wi
l
l
 be
 dr
a
s
t
i
c
a
l
l
y
 re
d
u
c
e
d
 to
 pr
a
c
t
i
c
a
l
l
y

no
n
e
 on
 th
e
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
 si
d
e
.

Ms
.
 Mo
s
e
l
e
y
 de
r
i
v
e
s
 th
e
 va
s
t

ma
j
o
r
i
t
y
 of
 he
r
 cl
i
e
n
t
s
 fr
o
m
 ‘w
a
l
k
‐in
s
’
 wh
o
 se
e
 he
r
 of
f
i
c
e
 wh
i
l
e
 tr
a
v
e
l
i
n
g

on
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
.

Af
t
e
r
 th
e
 re
a
l
i
g
n
m
e
n
t
,
 Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s

wi
l
l
 no
t
 be
 vi
s
i
b
l
e
 fr
o
m
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 an
d
 th
e
 af
o
r
e
s
a
i
d
 ‘w
a
l
k
‐in
’

bu
s
i
n
e
s
s
 wi
l
l
 be
 lo
s
t
.

In
d
e
e
d
,
 th
e
 bu
s
i
n
e
s
s
 wi
l
l
 no
t
 be
 vi
s
i
b
l
e
 fr
o
m
 an
y

ro
a
d
 an
d
 th
e
 ON
L
Y
 wa
y
 a pe
r
s
o
n
 ca
n
 ge
t
 to
 he
r
 of
f
i
c
e
 is
 if
 th
a
t
 pe
r
s
o
n

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

al
r
e
a
d
y
 pl
a
n
n
e
d
 to
 tr
a
v
e
l
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
.

Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
 is

th
e
 ON
L
Y
 BU
S
I
N
E
S
S
 in
 he
r
 im
m
e
d
i
a
t
e
 ar
e
a
 an
d
 fo
r
 mi
l
e
s
 in
 ea
c
h

di
r
e
c
t
i
o
n
.

He
r
 bu
s
i
n
e
s
s
 si
m
p
l
y
 wi
l
l
 no
t
 su
r
v
i
v
e
 fi
n
a
n
c
i
a
l
l
y
 af
t
e
r
 th
e

re
a
l
i
g
n
m
e
n
t
 if
 it
 is
 si
m
p
l
y
 le
f
t
 th
e
r
e
 is
o
l
a
t
e
d
 at
 th
e
 en
d
 of
 a cl
o
s
e
d
 de
a
d
‐
en
d
 ro
a
d
 wi
t
h
 no
 tr
a
f
f
i
c
 pa
s
s
i
n
g
 by
.

C‐21

(c
o
n
t
.
)

3 
2.
 If
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 is
 cl
o
s
e
d
 an
d
 su
b
s
e
q
u
e
n
t
l
y
 re
a
l
i
g
n
e
d
,
 as

pr
o
p
o
s
e
d
,
 th
e
r
e
 wi
l
l
 be
 no
 ac
c
e
s
s
 to
 Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
’
 pa
r
k
i
n
g
 lo
t

or
 en
t
r
a
n
c
e
.

Th
e
 en
t
r
a
n
c
e
 an
d
 pa
r
k
i
n
g
 lo
t
 fo
r
 Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s

ar
e
 of
f
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
.

Th
e
r
e
 is
 no
 en
t
r
a
n
c
e
 to
 th
e
 bu
s
i
n
e
s
s
 fr
o
m

Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
,
 wh
i
c
h
 wi
l
l
 be
 th
e
 on
l
y
 wa
y
 to
 ge
t
 to
 th
e
 of
f
i
c
e
 af
t
e
r

th
e
 re
a
l
i
g
n
m
e
n
t
.

Fu
r
t
h
e
r
m
o
r
e
,
 Ms
.
 Mo
s
e
l
e
y
 CA
N
N
O
T
 mo
v
e
 or
 cr
e
a
t
e
 an

en
t
r
a
n
c
e
 or
 pa
r
k
i
n
g
 lo
t
 fo
r
 he
r
 pr
o
p
e
r
t
y
 fr
o
m
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d

be
c
a
u
s
e
 th
e
 of
f
i
c
e
 bu
i
l
d
i
n
g
’
s
 se
p
t
i
c
 sy
s
t
e
m
 is
 lo
c
a
t
e
d
 di
r
e
c
t
l
y
 to
 th
e
 re
a
r

of
 th
e
 bu
i
l
d
i
n
g
 on
 th
e
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
 si
d
e
.

Pl
e
a
s
e
 se
e
 th
e
 en
c
l
o
s
e
d

co
u
r
t
e
s
y
 co
p
y
 of
 th
e
 re
l
e
v
a
n
t
 po
r
t
i
o
n
s
 of
 Ms
.
 Mo
s
e
l
e
y
’
s
 pr
o
p
e
r
t
y
 su
r
v
e
y
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

4 
3.
 Al
l
 pr
o
p
e
r
t
i
e
s
 im
m
e
d
i
a
t
e
l
y
 su
r
r
o
u
n
d
i
n
g
 Ms
.
 Mo
s
e
l
e
y
’
s
 pr
o
p
e
r
t
y
 ar
e

be
i
n
g
 ta
k
e
n
 (p
u
r
c
h
a
s
e
d
)
 by
 NC
D
O
T
 or
 ar
e
 un
o
c
c
u
p
i
e
d
.

It
 is
 Ms
.

Mo
s
e
l
e
y
’
s
 un
d
e
r
s
t
a
n
d
i
n
g
 th
a
t
 th
e
 pr
o
p
e
r
t
y
 (l
o
t
 or
 tr
a
c
t
)
 to
 th
e
 ri
g
h
t
 of

he
r
 bu
s
i
n
e
s
s
 is
 be
i
n
g
 ta
k
e
n
 (p
u
r
c
h
a
s
e
d
)
 by
 NC
D
O
T
;
 an
d
 th
a
t
 th
e
 pr
o
p
e
r
t
y

ac
r
o
s
s
 th
e
 st
r
e
e
t
 (M
c
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
)
 fr
o
m
 he
r
 bu
s
i
n
e
s
s
 is
 be
i
n
g
 ta
k
e
n

(p
u
r
c
h
a
s
e
d
)
 by
 NC
D
O
T
.

Th
e
 pr
o
p
e
r
t
y
 ac
r
o
s
s
 th
e
 st
r
e
e
t
 fr
o
m
 th
e

bu
s
i
n
e
s
s
 on
 th
e
 Be
t
h
e
l
 Ch
u
r
c
h
 Ro
a
d
 si
d
e
 is
 un
i
m
p
r
o
v
e
d
 la
n
d
;
 an
d
 th
e

pr
o
p
e
r
t
y
 di
r
e
c
t
l
y
 be
h
i
n
d
 Ms
.
 Mo
s
e
l
e
y
’
s
 tr
a
c
t
 is
 an
 un
o
c
c
u
p
i
e
d

fo
r
e
c
l
o
s
u
r
e
 pr
o
p
e
r
t
y
.

Ms
.
 Mo
s
e
l
e
y
’
s
 bu
s
i
n
e
s
s
 wi
l
l
 be
 is
o
l
a
t
e
d
 an
d

re
m
o
t
e
 wh
i
c
h
 wi
l
l
 ir
r
e
p
a
r
a
b
l
y
 re
d
u
c
e
 he
r
 ab
i
l
i
t
y
 to
 at
t
r
a
c
t
 ne
w

cu
s
t
o
m
e
r
s
 an
d
 to
 se
r
v
i
c
e
 he
r
 ex
i
s
t
i
n
g
 cu
s
t
o
m
e
r
s
.

Th
e
s
e
 im
p
a
i
r
m
e
n
t
s
 wi
l
l

re
s
u
l
t
 in
 si
g
n
i
f
i
c
a
n
t
 lo
s
s
 of
 bu
s
i
n
e
s
s
 an
d
 bu
s
i
n
e
s
s
 in
c
o
m
e
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

5 
Ba
s
e
d
 up
o
n
 th
e
 fo
r
e
g
o
i
n
g
 ev
i
d
e
n
c
e
 of
 si
g
n
i
f
i
c
a
n
t
 ad
v
e
r
s
e
 im
p
a
c
t
 to
 Ms
.

Mo
s
e
l
e
y
 bu
s
i
n
e
s
s
 an
d
 bu
s
i
n
e
s
s
 in
c
o
m
e
 as
 a re
s
u
l
t
 of
 th
e
 re
a
l
i
g
n
m
e
n
t
 of

Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
,
 Ms
.
 Mo
s
e
l
e
y
 he
r
e
b
y
 re
q
u
e
s
t
s
 th
a
t
 th
e
 NC
D
O
T

re
c
o
n
s
i
d
e
r
 it
s
 de
c
i
s
i
o
n
 to
 ta
k
e
 he
r
 pr
o
p
e
r
t
y
,
 as
 it
 ha
s
 al
l
 su
r
r
o
u
n
d
i
n
g

pr
o
p
e
r
t
i
e
s
,
 an
d
 ma
k
e
 a re
a
s
o
n
a
b
l
e
 of
f
e
r
 to
 Ms
.
 Mo
s
e
l
e
y
,
 in
 ac
c
o
r
d
a
n
c
e

wi
t
h
 No
r
t
h
 Ca
r
o
l
i
n
a
 la
w
,
 to
 pu
r
c
h
a
s
e
 sa
m
e
.

Yo
u
r
 co
n
s
i
d
e
r
a
t
i
o
n
 is
 gr
e
a
t
l
y

ap
p
r
e
c
i
a
t
e
d
 an
d
 Ms
.
 Mo
s
e
l
e
y
 lo
o
k
s
 fo
r
w
a
r
d
 to
 he
a
r
i
n
g
 fr
o
m
 yo
u
 so
o
n
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 1 in
 le
t
t
e
r
 C‐09
.

C‐22

1 
It
 is
 ve
r
y
 im
p
o
r
t
a
n
t
 th
a
t
 th
e
 po
n
d
 re
m
a
i
n
s
 us
a
b
l
e
 fo
r
 pr
i
v
a
t
e
 re
c
r
e
a
t
i
o
n

an
d
 as
 an
 ir
r
i
g
a
t
i
o
n
 so
u
r
c
e
 fo
r
 fo
o
d
 pr
o
d
u
c
t
i
o
n
 an
d
 la
n
d
s
c
a
p
i
n
g
.

A te
m
p
o
r
a
r
y
 ea
s
e
m
e
n
t
 ar
o
u
n
d
 th
e
 po
n
d
 is
 pr
o
p
o
s
e
d
 during construction.  The 
fu
n
c
t
i
o
n
s
 an
d
 us
e
 of
 th
e
 po
n
d
 lo
c
a
t
e
d
 ju
s
t
 no
r
t
h
 of
 th
e
 McLeansville Road/Birch 
Cr
e
e
k
 Ro
a
d
 in
t
e
r
s
e
c
t
i
o
n
 wi
l
l
 no
t
 be
 pe
r
m
a
n
e
n
t
l
y
 af
f
e
c
t
e
d
 by the proposed Project.   

2 
Wh
e
n
 wi
l
l
 th
e
 fi
n
a
l
 de
c
i
s
i
o
n
 be
 ma
d
e
 as
 to
 wh
i
c
h
 al
t
e
r
n
a
t
i
v
e
 is
 se
l
e
c
t
e
d
?

Th
i
s
 Fi
n
d
i
n
g
 of
 No
 Si
g
n
i
f
i
c
a
n
t
 Im
p
a
c
t
 (F
O
N
S
I
)
 do
c
u
m
e
n
t
s
 the selection of 
Al
t
e
r
n
a
t
i
v
e
 A as
 th
e
 Se
l
e
c
t
e
d
 Al
t
e
r
n
a
t
i
v
e
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐22

(c
o
n
t
.
)

3 
Wh
e
n
 wi
l
l
 th
e
 ne
w
 pr
o
p
e
r
t
y
 li
n
e
 fo
r
 ou
r
 pr
o
p
e
r
t
y
 be
 de
t
e
r
m
i
n
e
d
 an
d

co
m
m
u
n
i
c
a
t
e
d
 to
 us
?

Th
e
 ri
g
h
t
‐of
‐wa
y
 ac
q
u
i
s
i
t
i
o
n
 ph
a
s
e
 fo
r
 th
e
 Pr
o
j
e
c
t
 wi
l
l
 be initiated after Fall 2013.  
La
n
d
 su
r
v
e
y
s
 ar
e
 sc
h
e
d
u
l
e
d
 to
 be
 co
n
d
u
c
t
e
d
 by
 th
e
 en
d
 of 2013.  Once surveys are 
co
m
p
l
e
t
e
d
,
 ri
g
h
t
‐of
‐wa
y
 ag
e
n
t
s
 fr
o
m
 NC
D
O
T
 wi
l
l
 be
g
i
n
 scheduling meetings with 
af
f
e
c
t
e
d
 pr
o
p
e
r
t
y
 ow
n
e
r
s
 be
g
i
n
n
i
n
g
 in
 Fe
b
r
u
a
r
y
 20
1
4
.

On
c
e
 ri
g
h
t
 of
 wa
y
 ac
q
u
i
s
i
t
i
o
n
 be
g
i
n
s
,
 th
e
 du
r
a
t
i
o
n
 is
 dependent upon a number of 
fa
c
t
o
r
s
,
 in
c
l
u
d
i
n
g
:
 to
t
a
l
 nu
m
b
e
r
 of
 pa
r
c
e
l
s
 re
q
u
i
r
e
d
 fo
r
 the Project, appraisals, and 
ne
g
o
t
i
a
t
i
o
n
s
 wi
t
h
 in
d
i
v
i
d
u
a
l
 pr
o
p
e
r
t
y
 ow
n
e
r
s
.

Fi
n
a
l
 ri
g
h
t
‐of‐way plans have not 
be
e
n
 co
m
p
l
e
t
e
d
.

Th
e
 ma
p
p
i
n
g
 sh
o
w
n
 at
 th
e
 Pu
b
l
i
c
 He
a
r
i
n
g
 is preliminary mapping, 
wh
i
c
h
 me
a
n
s
 th
a
t
 it
 is
 no
t
 ex
a
c
t
.

As
 mo
r
e
 de
t
a
i
l
e
d
 ma
p
p
i
n
g
 is developed during final 
de
s
i
g
n
,
 NC
D
O
T
 wi
l
l
 be
 ab
l
e
 to
 ad
v
i
s
e
 pr
o
p
e
r
t
y
 ow
n
e
r
s
 on the total amount of 
pr
o
p
e
r
t
y
 ne
e
d
e
d
 fo
r
 ac
q
u
i
s
i
t
i
o
n
.

4 
Wh
e
n
 wi
l
l
 th
e
 pu
r
c
h
a
s
e
 of
 pr
o
p
e
r
t
y
 be
 ne
g
o
t
i
a
t
e
d
?

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 3 in
 th
i
s
 le
t
t
e
r
.

5 
Wh
e
n
 wi
l
l
 th
e
 pu
r
c
h
a
s
e
 of
 pr
o
p
e
r
t
y
 be
 co
m
p
l
e
t
e
d
?

Al
l
 ri
g
h
t
‐of
‐wa
y
 ac
q
u
i
s
i
t
i
o
n
 is
 ta
r
g
e
t
e
d
 to
 be
 co
m
p
l
e
t
e
d
 by September 2014, but this 
is
 su
b
j
e
c
t
 to
 ch
a
n
g
e
.
 Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 3 in
 th
i
s
 letter. 

6 
It
 ap
p
e
a
r
s
 th
a
t
 th
e
 pr
e
f
e
r
r
e
d
 al
t
e
r
n
a
t
i
v
e
 wi
l
l
 re
s
u
l
t
 in
 th
e
 lo
s
s
 of

ap
p
r
o
x
i
m
a
t
e
l
y
 on
e
 th
i
r
d
 of
 an
 ac
r
e
 at
 54
1
9
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
.

Pl
e
a
s
e

co
n
f
i
r
m
.

Ba
s
e
d
 on
 th
e
 pr
e
l
i
m
i
n
a
r
y
 de
s
i
g
n
,
 th
e
 Pr
e
f
e
r
r
e
d
 Al
t
e
r
n
a
t
i
v
e
 will require 
ap
p
r
o
x
i
m
a
t
e
l
y
 0.
2
7
 ac
r
e
s
 fr
o
m
 th
e
 pr
o
p
e
r
t
y
 at
 54
1
9
 McLeansville Road.  This impact 
ar
e
a
 ma
y
 ch
a
n
g
e
 as
 th
e
 Pr
o
j
e
c
t
 pr
o
g
r
e
s
s
e
s
 th
r
o
u
g
h
 fi
n
a
l
 design. 
Cu
r
r
e
n
t
l
y
 th
e
 ma
p
p
i
n
g
 is
 sh
o
w
i
n
g
 la
n
d
 ar
o
u
n
d
 th
e
 po
n
d
 to be used as temporary 
ea
s
e
m
e
n
t
.

NC
D
O
T
 do
e
s
 no
t
 an
t
i
c
i
p
a
t
e
 pe
r
m
a
n
e
n
t
l
y
 acquiring any part of the pond. 

7 
It
 is
 no
t
 cl
e
a
r
 if
 an
y
 of
 th
e
 po
n
d
 wi
l
l
 be
 pa
r
t
 of
 th
e
 ac
q
u
i
s
i
t
i
o
n
 fo
r
 th
e

pr
e
f
e
r
r
e
d
 al
t
e
r
n
a
t
i
v
e
.

Pl
e
a
s
e
 pr
o
v
i
d
e
 mo
r
e
 de
t
a
i
l
s
.

Th
e
 NC
D
O
T
 wi
l
l
 no
t
 ne
e
d
 to
 pu
r
c
h
a
s
e
 th
e
 po
n
d
.

Cu
r
r
e
n
t
l
y
 th
e
 ma
p
p
i
n
g
 is
 sh
o
w
i
n
g
 la
n
d
 ar
o
u
n
d
 th
e
 po
n
d
 to be used as temporary 
ea
s
e
m
e
n
t
.

NC
D
O
T
 do
e
s
 no
t
 an
t
i
c
i
p
a
t
e
 pe
r
m
a
n
e
n
t
l
y
 acquiring any part of the pond. 

8 
Wi
l
l
 DO
T
 en
s
u
r
e
 th
a
t
 th
e
 po
n
d
 da
m
 is
 in
t
a
c
t
 an
d
 ta
k
e
 ne
c
e
s
s
a
r
y

co
n
s
t
r
u
c
t
i
o
n
 to
 re
p
a
i
r
 an
y
 da
m
a
g
e
?

A sm
a
l
l
 ar
e
a
 of
 th
i
s
 po
n
d
,
 ap
p
r
o
x
i
m
a
t
e
l
y
 0.
0
2
 ac
r
e
,
 ma
y
 be permanently impacted by 
th
e
 Pr
e
f
e
r
r
e
d
 Al
t
e
r
n
a
t
i
v
e
.

A te
m
p
o
r
a
r
y
 ea
s
e
m
e
n
t
 ar
o
u
n
d
 the pond is proposed 
du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
.

Th
e
 fi
l
l
 sl
o
p
e
 fo
r
 th
e
 ne
w
 Mc
L
e
a
n
s
v
i
l
l
e
 Road encroaches slightly 
on
 th
e
 bo
t
t
o
m
 of
 th
e
 fi
l
l
 sl
o
p
e
 fo
r
 th
e
 po
n
d
’
s
 da
m
.

Im
p
a
c
t
s
 during construction may 
in
c
l
u
d
e
 te
m
p
o
r
a
r
i
l
y
 dr
a
i
n
i
n
g
 th
e
 po
n
d
.

NC
D
O
T
 wi
l
l
 co
o
r
d
i
n
a
t
e
 with the property 
ow
n
e
r
 du
r
i
n
g
 th
e
 ri
g
h
t
 of
 wa
y
 an
d
 co
n
s
t
r
u
c
t
i
o
n
 ph
a
s
e
s
 regarding impacts to the 
po
n
d
 an
d
 to
 en
s
u
r
e
 th
e
 po
n
d
’
s
 da
m
 is
 ou
t
s
i
d
e
 of
 th
e
 McLeansville Road right of way.  

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐22

(c
o
n
t
.
)

9 
On
 ot
h
e
r
 ro
a
d
 pr
o
j
e
c
t
s
 an
d
 ra
i
l
r
o
a
d
 pr
o
j
e
c
t
s
,
 th
e
 NC
 or
 US
 go
v
e
r
n
m
e
n
t

ha
v
e
 in
s
t
a
l
l
e
d
 fe
n
c
i
n
g
 al
o
n
g
 hi
g
h
w
a
y
s
.

On
 ou
r
 pr
o
p
e
r
t
y
,
 th
e
 ra
i
l
r
o
a
d

in
s
t
a
l
l
e
d
 fe
n
c
i
n
g
 on
 th
e
 si
d
e
 of
 pa
s
t
u
r
e
 ne
x
t
 to
 th
e
 tr
a
c
k
 as
 pa
r
t
 of
 an

up
g
r
a
d
e
 pr
o
j
e
c
t
 se
v
e
r
a
l
 ye
a
r
s
 ag
o
.

Wi
l
l
 DO
T
 in
s
t
a
l
l
 pe
r
m
a
n
e
n
t
 fe
n
c
i
n
g
 in

th
e
 pa
s
t
u
r
e
 al
o
n
g
 ou
r
 pr
o
p
e
r
t
y
?

Th
i
s
 is
 ou
r
 pr
e
f
e
r
r
e
d
 op
t
i
o
n
.

Wh
i
l
e

th
e
r
e
 ar
e
 cu
r
r
e
n
t
l
y
 no
 fa
r
m
 an
i
m
a
l
s
 in
 th
e
 pa
s
t
u
r
e
,
 we
 ha
v
e
 ha
d

in
q
u
i
r
i
e
s
 ab
o
u
t
 in
d
i
v
i
d
u
a
l
s
 wa
n
t
e
d
 to
 bo
a
r
d
 ho
r
s
e
s
 in
 th
e
 pa
s
t
u
r
e
.

We

al
s
o
 fe
e
l
 st
r
o
n
g
l
y
 th
a
t
 fe
n
c
i
n
g
 is
 ne
e
d
e
d
 du
e
 to
 th
e
 po
n
d
.

It
 ap
p
e
a
r
s

fr
o
m
 dr
a
w
i
n
g
s
 th
a
t
 th
e
 ro
a
d
 wi
l
l
 ab
u
t
 th
e
 po
n
d
 di
r
e
c
t
l
y
.

Th
e
 ex
i
s
t
i
n
g
 fe
n
c
i
n
g
 on
 th
e
 pr
o
p
e
r
t
y
 al
o
n
g
 Mc
L
e
a
n
s
v
i
l
l
e
 Road will be replaced.   

10

In
 th
e
 sp
i
l
l
w
a
y
 ar
e
a
 of
 th
e
 po
n
d
 th
a
t
 wi
l
l
 be
 ac
q
u
i
r
e
d
 in
 th
e
 pr
e
f
e
r
r
e
d

al
t
e
r
n
a
t
i
v
e
,
 th
e
 la
n
d
 is
 ve
r
y
 lo
w
 an
d
 we
t
.

Wi
l
l
 DO
T
 be
 fi
l
l
i
n
g
 in
 th
i
s
 ar
e
a
?

If
 so
,
 ho
w
 wi
l
l
 DO
T
 pr
e
v
e
n
t
 ru
n
‐of
f
 in
t
o
 th
e
 po
n
d
 an
d
 su
r
r
o
u
n
d
i
n
g
 la
n
d

of
 ou
r
 pr
o
p
e
r
t
y
?

Ap
p
r
o
p
r
i
a
t
e
 dr
a
i
n
a
g
e
 st
r
u
c
t
u
r
e
s
,
 su
c
h
 as
 bu
t
 no
t
 li
m
i
t
e
d
 to culverts and ditches, will 
be
 in
c
l
u
d
e
d
 as
 pa
r
t
 of
 th
e
 Pr
o
j
e
c
t
 de
s
i
g
n
 in
 ac
c
o
r
d
a
n
c
e
 with NCDOT standards.   

11

Pe
c
a
n
 tr
e
e
s
 ar
e
 ab
u
n
d
a
n
t
 on
 th
e
 pr
o
p
e
r
t
y
 an
d
 [m
y
 pa
r
e
n
t
s
]
 so
l
d
 pe
c
a
n
s

in
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
…

In
 th
e
 pr
e
f
e
r
r
e
d
 al
t
e
r
n
a
t
i
v
e
,
 it
 ap
p
e
a
r
s
 th
a
t
 pe
c
a
n
 tr
e
e
s
 wi
l
l
 ne
e
d
 to
 be

re
m
o
v
e
d
 fr
o
m
 th
e
 pa
s
t
u
r
e
.

Wi
l
l
 DO
T
 re
l
o
c
a
t
e
 th
e
 tr
e
e
s
 to
 ot
h
e
r
 pa
r
t
s
 of

th
e
 pr
o
p
e
r
t
y
 or
 co
m
p
e
n
s
a
t
e
 fo
r
 lo
s
s
 of
 re
v
e
n
u
e
 fr
o
m
 sa
l
e
 of
 pe
c
a
n
s
?

My

br
o
t
h
e
r
 an
d
 I pr
e
f
e
r
 th
a
t
 th
e
 tr
e
e
s
 be
 re
l
o
c
a
t
e
d
 by
 a tr
e
e
 sp
e
c
i
a
l
i
s
t
.

Th
e
 NC
D
O
T
 Ri
g
h
t
 of
 Wa
y
 Ag
e
n
t
 wi
l
l
 wo
r
k
 wi
t
h
 ea
c
h
 im
p
a
c
t
e
d
 property owner along 
th
e
 Pr
o
j
e
c
t
 re
g
a
r
d
i
n
g
 co
m
p
e
n
s
a
t
i
o
n
 fo
r
 la
n
d
 ac
q
u
i
r
e
d
 by the Project.  The existing 
re
s
o
u
r
c
e
s
 an
d
 fe
a
t
u
r
e
s
 on
 pr
o
p
e
r
t
i
e
s
 ar
e
 ta
k
e
n
 in
t
o
 co
n
s
i
d
e
r
a
t
i
o
n
.

12

Th
e
 po
n
d
 is
 us
e
d
 an
d
 ha
s
 be
e
n
 us
e
d
 fo
r
 pr
i
v
a
t
e
 re
c
r
e
a
t
i
o
n
,
 as
 a so
u
r
c
e
 of

wa
t
e
r
 fo
r
 an
i
m
a
l
s
,
 as
 a so
u
r
c
e
 of
 ir
r
i
g
a
t
i
o
n
 fo
r
 fo
o
d
s
 (p
e
c
a
n
 tr
e
e
s
,

gr
a
p
e
s
,
 bl
u
e
b
e
r
r
y
 bu
s
h
e
s
,
 an
d
 ve
g
e
t
a
b
l
e
 ga
r
d
e
n
)
,
 as
 a so
u
r
c
e
 of

ir
r
i
g
a
t
i
o
n
 fo
r
 fo
d
d
e
r
 fo
r
 co
w
s
,
 an
d
 as
 a so
u
r
c
e
 of
 ir
r
i
g
a
t
i
o
n
 fo
r

la
n
d
s
c
a
p
i
n
g
.

We
 ha
v
e
 co
n
c
e
r
n
s
 ab
o
u
t
 th
e
 ef
f
e
c
t
s
 of
 co
n
s
t
r
u
c
t
i
o
n
 on
 th
e

wa
t
e
r
 qu
a
l
i
t
y
 in
 th
e
 po
n
d
 an
d
 aq
u
a
t
i
c
 sp
e
c
i
e
s
 in
 th
e
 po
n
d
.

We
 al
s
o
 ha
v
e

co
n
c
e
r
n
s
 ab
o
u
t
 th
e
 ef
f
e
c
t
s
 af
t
e
r
 co
n
s
t
r
u
c
t
i
o
n
 of
 ru
n
‐of
f
 fr
o
m
 th
e
 ro
a
d

an
d
 DO
T
 pr
a
c
t
i
c
e
s
 of
 us
i
n
g
 he
r
b
i
c
i
d
e
s
 an
d
 pe
s
t
i
c
i
d
e
s
 on
 sh
o
u
l
d
e
r
s
 of

ro
a
d
s
 in
 NC
.

As
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
 4.
4
.
2
 of
 th
e
 EA
,
 an
 er
o
s
i
o
n
 an
d
 sedimentation control plan 
wi
l
l
 be
 de
v
e
l
o
p
e
d
 pr
i
o
r
 to
 co
n
s
t
r
u
c
t
i
o
n
.

Th
e
 pl
a
n
 wi
l
l
 be prepared in accordance 
wi
t
h
 th
e
 NC
 De
p
a
r
t
m
e
n
t
 of
 En
v
i
r
o
n
m
e
n
t
 an
d
 Na
t
u
r
a
l
 Resources Division of Land 
Re
s
o
u
r
c
e
’
s
 pu
b
l
i
c
a
t
i
o
n
 Er
o
s
i
o
n
 an
d
 Se
d
i
m
e
n
t
 Co
n
t
r
o
l
 Planning and Design (revised 
Ma
y
 20
1
3
)
(
N
C
 Di
v
i
s
i
o
n
 of
 La
n
d
 Re
s
o
u
r
c
e
s
 We
b
 si
t
e
:

ht
t
p
:
/
/
p
o
r
t
a
l
.
n
c
d
e
n
r
.
o
r
g
/
w
e
b
/
l
r
/
e
r
o
s
i
o
n
) an
d
 th
e
 NC
D
O
T
’
s
 Best Management 
Pr
a
c
t
i
c
e
s
 fo
r
 th
e
 Pr
o
t
e
c
t
i
o
n
 of
 Su
r
f
a
c
e
 Wa
t
e
r
s
.  
NC
D
W
Q
’
s
 most recent version of the 
St
o
r
m
w
a
t
e
r
 Be
s
t
 Ma
n
a
g
e
m
e
n
t
 Pr
a
c
t
i
c
e
s
 Ma
n
u
a
l
 (N
C
D
W
Q
 Web site:  
ht
t
p
:
/
/
p
o
r
t
a
l
.
n
c
d
e
n
r
.
o
r
g
/
w
e
b
/
w
q
/
e
s
/
s
u
/
b
m
p
‐ma
n
u
a
l
) also will be applied. 

13

We
 wo
u
l
d
 li
k
e
 fo
r
 wa
t
e
r
 te
s
t
i
n
g
 to
 be
 co
n
d
u
c
t
e
d
 pr
i
o
r
 to
 la
n
d

ac
q
u
i
s
i
t
i
o
n
,
 du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
 on
 a ro
u
t
i
n
e
 ba
s
i
s
,
 an
d
 af
t
e
r

co
n
s
t
r
u
c
t
i
o
n
 to
 in
s
u
r
e
 th
a
t
 th
e
 wa
t
e
r
 qu
a
l
i
t
y
 of
 th
e
 po
n
d
 is
 no
t
 af
f
e
c
t
e
d

by
 th
e
 pr
o
j
e
c
t
.

Sp
e
c
i
f
i
c
a
l
l
y
,
 me
a
s
u
r
e
m
e
n
t
 of
 pH
,
 di
s
s
o
l
v
e
d
 ox
y
g
e
n
 an
d

tu
r
b
i
d
i
t
y
 ar
e
 ne
e
d
e
d
.

In
 ad
d
i
t
i
o
n
,
 pr
i
o
r
 to
 co
n
s
t
r
u
c
t
i
o
n
,
 we
 wo
u
l
d
 li
k
e
 to

re
q
u
e
s
t
 th
a
t
 a li
s
t
 of
 aq
u
a
t
i
c
 sp
e
c
i
e
s
 be
 co
m
p
i
l
e
d
.

If
 fi
s
h
 ki
l
l
s
 oc
c
u
r

du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
,
 we
 wo
u
l
d
 li
k
e
 DO
T
 to
 re
s
t
o
c
k
 th
e
 po
n
d
 wi
t
h
 fi
s
h
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 12
 in
 th
i
s
 le
t
t
e
r
 (c
‐22
)
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐22

(c
o
n
t
.
)

14

Du
r
i
n
g
 an
d
 af
t
e
r
 co
n
s
t
r
u
c
t
i
o
n
,
 we
 wo
u
l
d
 li
k
e
 DO
T
 to
 gu
a
r
a
n
t
e
e
 th
a
t

pe
s
t
i
c
i
d
e
s
 an
d
 he
r
b
i
c
i
d
e
s
 wi
l
l
 no
t
 be
 us
e
d
 du
e
 to
 ru
n
‐of
f
 in
t
o
 th
e
 po
n
d

an
d
 pa
s
t
u
r
e
 an
d
 on
t
o
 th
e
 ga
r
d
e
n
 pl
o
t
 th
a
t
 ab
u
t
s
 pr
o
p
o
s
e
d
 ro
a
d
w
a
y
.

Ot
h
e
r
 en
v
i
r
o
n
m
e
n
t
a
l
‐fr
i
e
n
d
l
y
 al
t
e
r
n
a
t
i
v
e
s
 ex
i
s
t
 th
a
t
 ca
n
 be
 us
e
d
 by
 DO
T

ra
t
h
e
r
 th
a
n
 th
e
 us
e
 of
 he
r
b
i
c
i
d
e
s
 an
d
 pe
s
t
i
c
i
d
e
s
 th
a
t
 de
s
t
r
o
y
 wa
t
e
r

qu
a
l
i
t
y
 an
d
 bi
o
l
o
g
i
c
a
l
 di
v
e
r
s
i
t
y
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 12
 in
 th
i
s
 le
t
t
e
r
 (c
‐22
)
.

He
r
b
i
c
i
d
e
s
 or pesticides will not be 
us
e
d
 du
r
i
n
g
 th
e
 co
n
s
t
r
u
c
t
i
o
n
 of
 th
e
 Pr
o
j
e
c
t
.

15

Du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
,
 we
 as
k
 th
a
t
 th
e
 ch
e
a
p
 pl
a
s
t
i
c
 fe
n
c
e
s
 fo
r
 er
o
s
i
o
n

co
n
t
r
o
l
 no
t
 be
 us
e
d
 du
e
 to
 lo
c
a
t
i
o
n
 of
 th
e
 po
n
d
,
 pa
s
t
u
r
e
 an
d
 ga
r
d
e
n
 pl
o
t

an
d
 th
a
t
 mo
r
e
 st
r
i
n
g
e
n
t
 al
t
e
r
n
a
t
i
v
e
s
 be
 se
l
e
c
t
e
d
 th
a
t
 wi
l
l
 co
n
t
a
i
n

er
o
s
i
o
n
 an
d
 se
d
i
m
e
n
t
a
t
i
o
n
.

Du
e
 to
 th
e
 de
p
t
h
 of
 th
e
 po
n
d
,
 ru
n
‐of
f
 an
d

se
d
i
m
e
n
t
a
t
i
o
n
 wi
l
l
 li
k
e
l
y
 ha
v
e
 an
 ef
f
e
c
t
 on
 wa
t
e
r
 qu
a
l
i
t
y
 an
d
 aq
u
a
t
i
c

sp
e
c
i
e
s
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 12
 in
 th
i
s
 le
t
t
e
r
 (c
‐22
)
.
 NC
D
O
T
 will utilize erosion control 
de
v
i
c
e
s
 th
a
t
 ar
e
 co
n
s
i
s
t
e
n
t
 wi
t
h
 de
p
a
r
t
m
e
n
t
a
l
 Be
s
t
 Management Practices for the 
co
n
t
r
o
l
 of
 st
o
r
m
w
a
t
e
r
.

16

Wi
l
l
 th
e
 in
t
e
r
s
e
c
t
i
o
n
 of
 Bi
r
c
h
 Cr
e
e
k
 Ro
a
d
 an
d
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 be

re
a
l
i
g
n
e
d
?

Cu
r
r
e
n
t
l
y
 th
e
 Bi
r
c
h
 Cr
e
e
k
 Ro
a
d
 in
t
e
r
s
e
c
t
s
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

at
 an
 an
g
l
e
.

It
 is
 di
f
f
i
c
u
l
t
 to
 tu
r
n
 le
f
t
 an
d
 to
 se
e
 on
c
o
m
i
n
g
 tr
a
f
f
i
c
 at
 th
i
s

in
t
e
r
s
e
c
t
i
o
n
.

Se
v
e
r
a
l
 ve
h
i
c
l
e
s
 ha
v
e
 ru
n
 th
e
 st
o
p
 si
g
n
 an
d
 en
d
e
d
 up
 in

ou
r
 pa
s
t
u
r
e
.

If
 po
s
s
i
b
l
e
,
 it
 wo
u
l
d
 im
p
r
o
v
e
 sa
f
e
t
y
 to
 re
a
l
i
g
n
 th
i
s

in
t
e
r
s
e
c
t
i
o
n
 du
r
i
n
g
 th
i
s
 pr
o
j
e
c
t
.

Th
e
 in
t
e
r
s
e
c
t
i
o
n
 of
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 an
d
 Bi
r
c
h
 Cr
e
e
k
 Road will be realigned as part 
of
 th
e
 Pr
o
j
e
c
t
 to
 im
p
r
o
v
e
 si
g
h
t
 di
s
t
a
n
c
e
s
 fo
r
 tr
a
f
f
i
c
 en
t
e
r
i
n
g
 McLeansville Road via 
no
r
t
h
b
o
u
n
d
 Bi
r
c
h
 Cr
e
e
k
 Ro
a
d
.

17

Th
e
 as
s
e
s
s
m
e
n
t
 st
a
t
e
s
 th
a
t
 no
 im
p
a
c
t
 wi
l
l
 oc
c
u
r
 on
 pu
b
l
i
c
 he
a
l
t
h
.

Fu
r
t
h
e
r
 an
a
l
y
s
i
s
 of
 th
i
s
 st
a
t
e
m
e
n
t
 is
 ne
e
d
e
d
 in
 th
e
 as
s
e
s
s
m
e
n
t
.

Wa
s
 a 
st
u
d
y
 co
n
d
u
c
t
e
d
 to
 de
t
e
r
m
i
n
e
 th
e
 nu
m
b
e
r
 of
 ch
i
l
d
r
e
n
 at
t
e
n
d
i
n
g

Mc
L
e
a
n
s
v
i
l
l
e
 Sc
h
o
o
l
 th
a
t
 ha
v
e
 as
t
h
m
a
 as
 pa
r
t
 of
 th
e
 as
s
e
s
s
m
e
n
t
?

Co
n
s
t
r
u
c
t
i
o
n
 ac
t
i
v
i
t
i
e
s
 an
d
 in
c
r
e
a
s
e
d
 ve
h
i
c
u
l
a
r
 an
d
 ra
i
l
r
o
a
d
 tr
a
f
f
i
c
 af
t
e
r

co
n
s
t
r
u
c
t
i
o
n
 wi
l
l
 in
c
r
e
a
s
e
 ai
r
 em
i
s
s
i
o
n
s
 of
 oz
o
n
e
,
 2.
5
 mi
c
r
o
n
 pa
r
t
i
c
u
l
a
t
e

ma
t
t
e
r
 an
d
 di
e
s
e
l
 pa
r
t
i
c
u
l
a
t
e
 ma
t
t
e
r
.

In
c
r
e
a
s
e
d
 oz
o
n
e
 an
d
 pa
r
t
i
c
u
l
a
t
e

ma
t
t
e
r
 af
f
e
c
t
 as
t
h
m
a
 an
d
 ot
h
e
r
 re
s
p
i
r
a
t
o
r
y
 il
l
n
e
s
s
e
s
 su
c
h
 as
 CO
P
D
.

Di
e
s
e
l
 pa
r
t
i
c
u
l
a
t
e
 ma
t
t
e
r
 is
 co
n
s
i
d
e
r
e
d
 to
 be
 a hi
g
h
l
y
 to
x
i
c
 po
l
l
u
t
a
n
t
 wi
t
h

ca
n
c
e
r
 an
d
 no
n
‐ca
n
c
e
r
 ef
f
e
c
t
s
.

Du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
,
 ch
i
l
d
r
e
n
 wi
t
h

as
t
h
m
a
 sh
o
u
l
d
 no
t
 be
 on
 th
e
 pl
a
y
g
r
o
u
n
d
 if
 th
e
 wi
n
d
 ro
s
e
 is
 to
w
a
r
d
 th
e

sc
h
o
o
l
.

Th
e
 EA
 ad
e
q
u
a
t
e
l
y
 di
s
c
u
s
s
e
s
 pu
b
l
i
c
 he
a
l
t
h
 co
n
c
e
r
n
s
 directly related to the 
co
n
s
t
r
u
c
t
i
o
n
 of
 th
e
 Pr
o
j
e
c
t
.

As
 di
s
c
u
s
s
e
d
 in
 Se
c
t
i
o
n
s
 3.2.2 and 4.2.2 of the EA, the 
pr
o
p
o
s
e
d
 Pr
o
j
e
c
t
 ar
e
a
 is
 in
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
,
 wh
i
c
h
 ha
s
 been determined by EPA to 
be
 cu
r
r
e
n
t
l
y
 me
e
t
i
n
g
 Na
t
i
o
n
a
l
 Am
b
i
e
n
t
 Ai
r
 Qu
a
l
i
t
y
 St
a
n
d
a
r
d
s
,
 which have been set 
fo
r
 oz
o
n
e
,
 ca
r
b
o
n
 mo
n
o
x
i
d
e
,
 su
l
f
u
r
 di
o
x
i
d
e
,
 ni
t
r
o
g
e
n
 dioxide, particulate matter, and 
le
a
d
.

Th
e
 Pr
o
j
e
c
t
 is
 no
t
 a re
g
i
o
n
a
l
l
y
 si
g
n
i
f
i
c
a
n
t
 pr
o
j
e
c
t
 and would not significantly 
co
n
t
r
i
b
u
t
e
 to
 an
 ex
c
e
e
d
a
n
c
e
 of
 th
e
 ai
r
 qu
a
l
i
t
y
 st
a
n
d
a
r
d
s
.
  As noted in the EA, the 
EP
A
 ad
o
p
t
e
d
 in
 Ma
r
c
h
 20
0
8
 a 3‐pa
r
t
 pr
o
g
r
a
m
 to
 dr
a
m
a
t
i
c
a
l
l
y
 reduce emissions from 
di
e
s
e
l
 lo
c
o
m
o
t
i
v
e
s
 of
 al
l
 ty
p
e
s
.

Th
e
 ru
l
e
 wi
l
l
 cu
t
 pa
r
t
i
c
u
l
a
t
e
 matter emissions from 
th
e
s
e
 en
g
i
n
e
s
 by
 as
 mu
c
h
 as
 90
 pe
r
c
e
n
t
 an
d
 ni
t
r
o
g
e
n
 oxides emissions by as much as 
80
 pe
r
c
e
n
t
 wh
e
n
 fu
l
l
y
 im
p
l
e
m
e
n
t
e
d
.

Du
r
i
n
g
 co
n
s
t
r
u
c
t
i
o
n
,
 th
e
 co
n
s
t
r
u
c
t
i
o
n
 co
n
t
r
a
c
t
o
r
 wi
l
l
 be responsible for controlling 
du
s
t
 at
 th
e
 Pr
o
j
e
c
t
 si
t
e
 an
d
 at
 ar
e
a
s
 af
f
e
c
t
e
d
 by
 th
e
 co
n
s
t
r
u
c
t
i
o
n
,
 including haul 
ac
c
e
s
s
 ro
a
d
s
,
 di
s
p
o
s
a
l
 si
t
e
s
,
 bo
r
r
o
w
e
d
 ma
t
e
r
i
a
l
 so
u
r
c
e
s
,
 and production sites 
(S
e
c
t
i
o
n
 4.
6
 of
 th
e
 EA
)
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐22

(c
o
n
t
.
)

18

Re
c
r
e
a
t
i
o
n
 op
p
o
r
t
u
n
i
t
i
e
s
 ar
e
 li
s
t
e
d
 as
 ha
v
i
n
g
 no
 im
p
a
c
t
 in
 th
e

as
s
e
s
s
m
e
n
t
.

Wh
i
l
e
 th
e
r
e
 ar
e
 no
 pr
i
v
a
t
e
 re
c
r
e
a
t
i
o
n
a
l
 fa
c
i
l
i
t
i
e
s
 th
a
t

op
e
r
a
t
e
 fo
r
 pr
o
f
i
t
,
 th
e
 po
n
d
 lo
c
a
t
e
d
 at
 54
1
9
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 is
 us
e
d

by
 fr
i
e
n
d
s
 an
d
 fa
m
i
l
y
 fo
r
 fi
s
h
i
n
g
 an
d
 fo
r
 wi
l
d
l
i
f
e
 ob
s
e
r
v
a
t
i
o
n
.

A nu
m
b
e
r

of
 bi
r
d
s
 vi
s
i
t
 th
e
 po
n
d
 an
d
 th
e
 pr
o
p
e
r
t
y
.

Ot
h
e
r
 wi
l
d
l
i
f
e
 in
c
l
u
d
e
s
 fr
o
g
s
,

tu
r
t
l
e
s
,
 aq
u
a
t
i
c
 or
g
a
n
i
s
m
s
,
 an
d
 sm
a
l
l
 ma
m
m
a
l
s
.

Th
e
 as
s
e
s
s
m
e
n
t
 sh
o
u
l
d

be
 re
v
i
s
e
d
 to
 in
c
l
u
d
e
 ac
k
n
o
w
l
e
d
g
e
m
e
n
t
 of
 pr
i
v
a
t
e
 re
c
r
e
a
t
i
o
n
 on

pr
o
p
e
r
t
i
e
s
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 8 in
 th
i
s
 le
t
t
e
r
 (c
‐22
)
.

Im
p
a
c
t
s
 to
 pr
i
v
a
t
e
 pr
o
p
e
r
t
i
e
s
 ar
e
 ad
d
r
e
s
s
e
d
 in
 th
e
 di
s
c
u
s
s
i
o
n
s
 of relocations and 
ac
q
u
i
s
i
t
i
o
n
s
 in
c
l
u
d
e
d
 in
 Se
c
t
i
o
n
s
 4.
1
.
2
 an
d
 4.
1
.
3
 in
 th
e
 EA.   
It
 is
 ac
k
n
o
w
l
e
d
g
e
d
 th
a
t
 th
e
 po
n
d
 at
 54
1
9
 Mc
L
e
a
n
s
v
i
l
l
e
 Road is used for recreational 
pu
r
p
o
s
e
s
.

NC
D
O
T
 wi
l
l
 no
t
 be
 ac
q
u
i
r
i
n
g
 th
e
 po
n
d
,
 bu
t
 rather a temporary easement 
wi
l
l
 be
 pu
r
c
h
a
s
e
d
 fo
r
 th
e
 pu
r
p
o
s
e
 of
 co
n
s
t
r
u
c
t
i
n
g
 th
e
 Project.   

19

Th
e
 as
s
e
s
s
m
e
n
t
 st
a
t
e
s
 no
 im
p
a
c
t
 wi
l
l
 oc
c
u
r
 on
 no
i
s
e
 an
d
 vi
b
r
a
t
i
o
n
.

Wi
t
h

in
c
r
e
a
s
e
d
 tr
a
i
n
 tr
a
f
f
i
c
,
 th
e
 pe
r
i
o
d
 of
 ti
m
e
 th
a
t
 vi
b
r
a
t
i
o
n
 oc
c
u
r
s
 wi
l
l

in
c
r
e
a
s
e
 in
 th
e
 fu
t
u
r
e
.

Th
e
 ap
p
e
n
d
i
c
e
s
 al
s
o
 no
t
e
 th
a
t
 vi
b
r
a
t
i
o
n
 le
v
e
l
s

wi
l
l
 in
c
r
e
a
s
e
.

Th
i
s
 st
a
t
e
m
e
n
t
 ne
e
d
s
 re
v
i
s
i
o
n
 to
 re
f
l
e
c
t
 no
t
 on
l
y
 le
v
e
l
 of

vi
b
r
a
t
i
o
n
,
 bu
t
 to
 al
s
o
 in
c
l
u
d
e
 an
a
l
y
s
i
s
 of
 in
c
r
e
a
s
i
n
g
 am
o
u
n
t
 ti
m
e
 du
r
i
n
g

th
e
 da
y
 th
a
t
 vi
b
r
a
t
i
o
n
 wi
l
l
 oc
c
u
r
.

Th
e
 no
i
s
e
 an
d
 vi
b
r
a
t
i
o
n
 an
a
l
y
s
e
s
 fo
r
 th
e
 Bu
i
l
d
 Al
t
e
r
n
a
t
i
v
e
s
 were performed in 
ac
c
o
r
d
a
n
c
e
 wi
t
h
 ap
p
l
i
c
a
b
l
e
 re
g
u
l
a
t
i
o
n
s
 an
d
 gu
i
d
a
n
c
e
.
  The study did not identify any 
no
i
s
e
 or
 vi
b
r
a
t
i
o
n
 im
p
a
c
t
s
 th
a
t
 ar
e
 pr
o
j
e
c
t
e
d
 to
 ex
c
e
e
d
 FRA criteria.   

20

Th
e
 as
s
e
s
s
m
e
n
t
 as
s
i
g
n
s
 no
 im
p
a
c
t
 to
 ai
r
 qu
a
l
i
t
y
.

Th
i
s
 st
a
t
e
m
e
n
t
 ne
e
d
s

mo
r
e
 an
a
l
y
s
i
s
.

Ac
c
o
r
d
i
n
g
 to
 NC
 DE
N
R
 we
b
s
i
t
e
,
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
 is
 in

at
t
a
i
n
m
e
n
t
 fo
r
 8 hr
 oz
o
n
e
 st
a
n
d
a
r
d
 an
d
 Pa
r
t
i
c
u
l
a
t
e
 Ma
t
t
e
r
 2.
5
 st
a
n
d
a
r
d
.

Ho
w
e
v
e
r
,
 th
e
 as
s
e
s
s
m
e
n
t
 do
e
s
 no
t
 ad
d
r
e
s
s
 ef
f
e
c
t
s
 of
 in
c
r
e
a
s
i
n
g
 ra
i
l
r
o
a
d

an
d
 ve
h
i
c
u
l
a
r
 tr
a
f
f
i
c
 on
 th
e
s
e
 le
v
e
l
s
.

Fr
o
m
 20
0
9
 – 20
1
1
,
 th
e
 la
t
e
s
t

av
a
i
l
a
b
l
e
 as
s
e
s
s
m
e
n
t
 ye
a
r
s
,
 th
e
 fe
d
e
r
a
l
 8 hr
 oz
o
n
e
 st
a
n
d
a
r
d
 is
 0.
0
7
6

pa
r
t
s
 pe
r
 mi
l
l
i
o
n
 (p
p
m
)
.

Th
e
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
 av
e
r
a
g
e
 is
 0.
0
7
4
 pp
m
,

ba
r
e
l
y
 un
d
e
r
 th
e
 st
a
n
d
a
r
d
.

In
 20
1
1
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
 ha
d
 4 ex
c
e
e
d
a
n
c
e
s

of
 th
e
 st
a
n
d
a
r
d
 an
d
 th
e
 de
t
e
r
m
i
n
a
t
i
o
n
 of
 wh
e
t
h
e
r
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
 is
 in

at
t
a
i
n
m
e
n
t
.

Th
e
 oz
o
n
e
 NA
A
Q
S
 is
 cu
r
r
e
n
t
l
y
 un
d
e
r
 re
v
i
s
i
o
n
 an
d
 th
e

st
a
n
d
a
r
d
 ma
y
 be
 ti
g
h
t
e
n
e
d
 in
 th
e
 fu
t
u
r
e
.

In
 20
1
1
,
 DE
N
R
 de
f
i
n
e
d

Gu
i
l
f
o
r
d
 Co
u
n
t
y
 as
 a ma
i
n
t
e
n
a
n
c
e
 ar
e
a
 fo
r
 pa
r
t
i
c
u
l
a
t
e
 ma
t
t
e
r
 2.
5
.

Ai
r

Qu
a
l
i
t
y
 mo
d
e
l
i
n
g
 is
 ne
e
d
e
d
 to
 as
s
i
g
n
 a no
 im
p
a
c
t
 de
s
i
g
n
a
t
i
o
n
 to
 th
i
s

pr
o
j
e
c
t
.

Pr
o
j
e
c
t
e
d
 in
c
r
e
a
s
e
 in
 mo
b
i
l
e
 so
u
r
c
e
 em
i
s
s
i
o
n
s
 du
e
 to
 in
c
r
e
a
s
e
d

ra
i
l
 an
d
 ve
h
i
c
u
l
a
r
 tr
a
f
f
i
c
 is
 ne
e
d
e
d
 to
 de
t
e
r
m
i
n
e
 if
 th
e
 pr
o
j
e
c
t
 wi
l
l
 ha
v
e

no
 im
p
a
c
t
 on
 ai
r
 qu
a
l
i
t
y
.

At
 a mi
n
i
m
u
m
,
 am
b
i
e
n
t
 ai
r
 qu
a
l
i
t
y
 mo
n
i
t
o
r
s

sh
o
u
l
d
 be
 pl
a
c
e
d
 at
 Mc
L
e
a
n
s
v
i
l
l
e
 Sc
h
o
o
l
 to
 me
a
s
u
r
e
 oz
o
n
e
 an
d

pa
r
t
i
c
u
l
a
t
e
 ma
t
t
e
r
 2.
5
.

Se
e
 re
s
p
o
n
s
e
 to
 Co
m
m
e
n
t
 17
 in
 th
i
s
 le
t
t
e
r
 (c
‐22
)
.

Th
e
 pr
o
p
o
s
e
d
 Pr
o
j
e
c
t
 wi
l
l
 no
t
 ad
d
 ca
p
a
c
i
t
y
 to
 th
e
 ex
i
s
t
i
n
g
 road network.  The 
pr
o
p
o
s
e
d
 Pr
o
j
e
c
t
 wi
l
l
 re
d
u
c
e
 ve
h
i
c
l
e
 id
l
i
n
g
 by
 el
i
m
i
n
a
t
i
n
g
 the need for vehicles to 
wa
i
t
 fo
r
 tr
a
i
n
s
 to
 pa
s
s
 th
r
o
u
g
h
 th
e
 cr
o
s
s
i
n
g
s
 or
 wa
i
t
i
n
g
 for trains parking in the 
si
d
i
n
g
.

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐22

(c
o
n
t
.
)

21

Th
e
 im
p
a
c
t
 on
 co
m
m
u
n
i
t
i
e
s
 is
 de
s
c
r
i
b
e
d
 in
 th
e
 as
s
e
s
s
m
e
n
t
 as
 mi
n
o
r
.

Th
e
 as
s
e
s
s
m
e
n
t
 sh
o
u
l
d
 ac
k
n
o
w
l
e
d
g
e
 th
a
t
 th
e
 pr
o
j
e
c
t
 wi
l
l
 li
k
e
l
y
 ha
v
e
 a 
si
g
n
i
f
i
c
a
n
t
 im
p
a
c
t
 on
 th
e
 co
m
m
u
n
i
t
y
.

Tr
a
f
f
i
c
 ha
s
 in
c
r
e
a
s
e
d
 ov
e
r
 th
e
 la
s
t

20
 ye
a
r
s
 du
e
 to
 no
n
‐Mc
L
e
a
n
s
v
i
l
l
e
 re
s
i
d
e
n
t
s
 us
i
n
g
 Mc
L
e
a
n
s
v
i
l
l
e
 an
d
 Bi
r
c
h

Cr
e
e
k
 Ro
a
d
s
 as
 a co
r
r
i
d
o
r
 fr
o
m
 US
 40
 (R
o
c
k
 Cr
e
e
k
 Ex
i
t
)
 to
 US
 70
 to

US
 29
.

Ve
h
i
c
l
e
s
 co
n
s
t
a
n
t
l
y
 sp
e
e
d
 on
 th
e
s
e
 ro
a
d
 an
d
 sp
e
e
d
 li
m
i
t
s
 ar
e
 no
t

st
r
i
c
t
l
y
 en
f
o
r
c
e
d
.

Tr
a
f
f
i
c
 is
 pr
e
s
e
n
t
 24
/
7
.

La
r
g
e
 tr
u
c
k
s
 us
e
 th
i
s
 co
r
r
i
d
o
r

an
d
 co
n
t
r
i
b
u
t
e
 to
 de
g
r
a
d
a
t
i
o
n
 of
 th
e
 ro
a
d
s
.

Bi
r
c
h
 Cr
e
e
k
 Ro
a
d
 wa
s
 no
t

bu
i
l
t
 fo
r
 th
e
 tr
a
f
f
i
c
 th
a
t
 it
 no
w
 ca
r
r
i
e
s
 an
d
 co
n
t
i
n
u
e
s
 to
 ha
v
e

ma
i
n
t
e
n
a
n
c
e
 pr
o
b
l
e
m
s
 su
c
h
 as
 po
t
h
o
l
e
s
.

Th
e
 us
e
 of
 th
e
s
e
 ro
a
d
s
 as
 a 
tr
a
n
s
p
o
r
t
a
t
i
o
n
 co
r
r
i
d
o
r
 ha
s
 de
s
t
r
o
y
e
d
 th
e
 ru
r
a
l
 am
b
i
e
n
c
e
 of
 th
e

co
m
m
u
n
i
t
y
.

Th
i
s
 pr
o
j
e
c
t
 is
 li
k
e
l
y
 to
 in
c
r
e
a
s
e
 pr
i
v
a
t
e
 an
d
 co
m
m
e
r
c
i
a
l

ve
h
i
c
l
e
 tr
a
f
f
i
c
.

I be
l
i
e
v
e
 th
e
 pr
o
j
e
c
t
i
o
n
s
 of
 tr
a
f
f
i
c
 co
u
n
t
s
 ar
e

un
d
e
r
e
s
t
i
m
a
t
e
d
 in
 th
e
 as
s
e
s
s
m
e
n
t
.

Th
e
r
e
 ar
e
 so
l
u
t
i
o
n
s
,
 su
c
h
 as
 th
e

fo
l
l
o
w
i
n
g
.

a.

Co
m
p
l
e
t
e
 by
p
a
s
s
 fr
o
m
 hi
g
h
w
a
y
 40
 to
 hi
g
h
w
a
y
 29
 th
a
t

cu
r
r
e
n
t
l
y
 st
o
p
s
 at
 hi
g
h
w
a
y
 70
.

b.

Pr
o
h
i
b
i
t
 tr
u
c
k
s
 of
 ce
r
t
a
i
n
 we
i
g
h
t
s
 fr
o
m
 us
i
n
g
 Bi
r
c
h
 Cr
e
e
k
 an
d

Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
s

c.

Du
e
 to
 po
p
u
l
a
t
i
o
n
 de
n
s
i
t
y
,
 ma
k
e
 sp
e
e
d
 li
m
i
t
 35
 th
e
 wh
o
l
e

ro
u
t
e
 fr
o
m
 Bi
r
c
h
 Cr
e
e
k
 an
d
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 to
 hi
g
h
w
a
y
 29

d.

St
r
i
c
t
l
y
 en
f
o
r
c
e
 sp
e
e
d
i
n
g
 24
/
7
 (a
l
s
o
 a sa
f
e
t
y
 is
s
u
e
)

e.

Pr
o
v
i
d
e
 pu
b
l
i
c
 tr
a
n
s
p
o
r
t
a
t
i
o
n
 al
t
e
r
n
a
t
i
v
e
s
 in
c
l
u
d
i
n
g
 bu
s
e
s
,

va
n
s
 si
m
i
l
a
r
 to
 Tr
i
a
n
g
l
e
 Tr
a
n
s
i
t
 Au
t
h
o
r
i
t
y
 (T
T
A
)
,
 et
c
.

f.

Pr
o
v
i
d
e
 in
c
e
n
t
i
v
e
s
 fo
r
 us
i
n
g
 pu
b
l
i
c
 tr
a
n
s
p
o
r
t
a
t
i
o
n
 su
c
h
 as

tr
a
n
s
i
t
 su
b
s
i
d
i
e
s

g.

Ex
p
l
o
r
e
 us
e
 of
 li
g
h
t
 ra
i
l
 or
 co
m
m
u
t
e
r
 tr
a
i
n
s
 to
 co
m
m
u
t
e
 fr
o
m

Mc
L
e
a
n
s
v
i
l
l
e
 to
 Gr
e
e
n
s
b
o
r
o
 an
d
 Bu
r
l
i
n
g
t
o
n
.

Pl
a
t
f
o
r
m
 ca
n
 be

bu
i
l
t
 in
 lo
c
a
t
i
o
n
 of
 or
i
g
i
n
a
l
 pl
a
t
f
o
r
m
.

Pr
o
v
i
d
e
 pa
r
k
i
n
g
 fo
r

co
m
m
u
t
e
r
s
.

Gu
i
l
f
o
r
d
 Co
u
n
t
y
 an
d
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 ar
e
a
 ha
v
e
 gr
o
w
n
 since 2000.  Guilford County 
is
 pr
o
j
e
c
t
e
d
 to
 co
n
t
i
n
u
e
 to
 gr
o
w
 ap
p
r
o
x
i
m
a
t
e
l
y
 31
 pe
r
c
e
n
t
 from 2010 to 2030 and 
th
e
 Mc
L
e
a
n
s
v
i
l
l
e
 ar
e
a
 li
k
e
l
y
 wi
l
l
 se
e
 so
m
e
 of
 th
i
s
 gr
o
w
t
h
.
  Growth in population 
ge
n
e
r
a
l
l
y
 me
a
n
s
 gr
o
w
t
h
 in
 tr
a
f
f
i
c
 vo
l
u
m
e
s
.

Tr
a
f
f
i
c
 fo
r
e
c
a
s
t
s
 for 2035 were prepared 
in
 ac
c
o
r
d
a
n
c
e
 wi
t
h
 NC
D
O
T
 st
a
n
d
a
r
d
s
 an
d
 pr
e
d
i
c
t
 in
c
r
e
a
s
e
s
 in traffic volumes with or 
wi
t
h
o
u
t
 th
e
 pr
o
p
o
s
e
d
 Pr
o
j
e
c
t
,
 as
 de
s
c
r
i
b
e
d
 in
 Se
c
t
i
o
n
 1.9.1 of the EA.  The Project 
wi
l
l
 ma
k
e
 tr
a
v
e
l
 th
r
o
u
g
h
 th
e
 ar
e
a
 sa
f
e
r
 an
d
 mo
r
e
 ef
f
i
c
i
e
n
t
 by providing a grade 
se
p
a
r
a
t
i
o
n
 ov
e
r
 th
e
 ra
i
l
r
o
a
d
 th
a
t
 wi
l
l
 al
w
a
y
s
 be
 op
e
n
 to traffic.   
Th
e
 sp
e
e
d
 li
m
i
t
 fo
r
 th
e
 Pr
o
j
e
c
t
 is
 pr
o
p
o
s
e
d
 to
 be
 45
 miles per hour (mph), consistent 
wi
t
h
 th
e
 cu
r
r
e
n
t
 sp
e
e
d
 li
m
i
t
 so
u
t
h
 of
 th
e
 Pr
o
j
e
c
t
 on
 McLeansville Road.  The State 
Hi
g
h
w
a
y
 Pa
t
r
o
l
 an
d
 lo
c
a
l
 sh
e
r
i
f
f
 an
d
 po
l
i
c
e
 de
p
a
r
t
m
e
n
t
s
 have the responsibility for 
en
f
o
r
c
i
n
g
 sp
e
e
d
 li
m
i
t
s
.

Cu
r
r
e
n
t
l
y
 th
e
r
e
 is
 no
 lo
c
a
l
 ra
i
l
 tr
a
n
s
i
t
 se
r
v
i
c
e
 or
 da
i
l
y
 bus service offered in the 
Pr
o
j
e
c
t
 ar
e
a
.

Pu
b
l
i
c
 tr
a
n
s
p
o
r
t
a
t
i
o
n
 is
 no
t
 pa
r
t
 of
 th
e
 Project’s purpose or proposed 
ac
t
i
o
n
.

Ho
w
e
v
e
r
,
 pu
b
l
i
c
 tr
a
n
s
p
o
r
t
a
t
i
o
n
 is
 in
c
l
u
d
e
d
 as
 an element of the Greensboro 
ar
e
a
’
s
 co
m
p
r
e
h
e
n
s
i
v
e
 lo
n
g
‐ra
n
g
e
 tr
a
n
s
p
o
r
t
a
t
i
o
n
 pl
a
n
,
 prepared by the Greensboro 
Ur
b
a
n
 Ar
e
a
 Me
t
r
o
p
o
l
i
t
a
n
 Pl
a
n
n
i
n
g
 Or
g
a
n
i
z
a
t
i
o
n
 (M
P
O
)
.
  The MPO identifies and 
pr
i
o
r
i
t
i
z
e
s
 ro
a
d
w
a
y
,
 pu
b
l
i
c
 tr
a
n
s
p
o
r
t
a
t
i
o
n
,
 pe
d
e
s
t
r
i
a
n
,
 and bicycle projects for 
im
p
l
e
m
e
n
t
a
t
i
o
n
.

Th
e
 LR
T
P
 do
e
s
 no
t
 in
c
l
u
d
e
 re
c
o
m
m
e
n
d
a
t
i
o
n
s
 to extend public 
tr
a
n
s
i
t
 se
r
v
i
c
e
s
 to
 th
e
 Pr
o
j
e
c
t
 ar
e
a
 in
 th
e
 fu
t
u
r
e
 th
r
o
u
g
h
 2035.   

No
v
e
m
b
e
r

2
0
1
3

M
c
L
e
a
n
s
v
i
l
l
e

R
o
a
d

G
r
a
d
e

S
e
p
a
r
a
t
i
o
n

O
v
e
r

N
C
R
R

Ap
p
e
n
d
i
x
 D – Citizen Comments 
Ta
b
l
e
 D‐1:

Ci
t
i
z
e
n
 Co
m
m
e
n
t
s

DO
C
U
M
E
N
T

NO
.

CO
M
M
E
N
T

NO
.

CO
M
M
E
N
T

RE
S
P
O
N
S
E

C‐22

(c
o
n
t
.
)

22

Th
e
 as
s
e
s
s
m
e
n
t
 st
a
t
e
s
 th
a
t
 no
 hi
s
t
o
r
i
c
a
l
 st
r
u
c
t
u
r
e
s
 ar
e
 pr
e
s
e
n
t
.

Wh
i
l
e

th
e
r
e
 ar
e
 no
 st
r
u
c
t
u
r
e
s
 de
s
i
g
n
a
t
e
d
 as
 a St
a
t
e
 Hi
s
t
o
r
i
c
a
l
 Si
t
e
,
 th
e
r
e
 ar
e

ho
m
e
s
 th
a
t
 ar
e
 of
 hi
s
t
o
r
i
c
a
l
 si
g
n
i
f
i
c
a
n
c
e
.

Th
e
 as
s
e
s
s
m
e
n
t
 sh
o
u
l
d

ac
k
n
o
w
l
e
d
g
e
 th
a
t
 si
t
e
s
 of
 hi
s
t
o
r
i
c
a
l
 si
g
n
i
f
i
c
a
n
c
e
 to
 th
e
 Mc
L
e
a
n
s
v
i
l
l
e

co
m
m
u
n
i
t
y
 ex
i
s
t
 in
 th
e
 pr
o
j
e
c
t
 ar
e
a
.

Fr
o
m
 it
s
 be
g
i
n
n
i
n
g
,
 ed
u
c
a
t
i
o
n
 wa
s

im
p
o
r
t
a
n
t
 to
 th
e
 ci
t
i
z
e
n
s
 of
 Mc
L
e
a
n
s
v
i
l
l
e
.

Mc
L
e
a
n
s
v
i
l
l
e
 Ac
a
d
e
m
y
 wa
s

co
n
s
t
r
u
c
t
e
d
 in
 th
e
 18
0
0
s
 on
 th
e
 pr
e
s
e
n
t
 da
y
 si
t
e
 of
 th
e
 sh
o
p
p
i
n
g
 ce
n
t
e
r
.

In
 th
e
 la
t
e
 18
0
0
s
 an
d
 ea
r
l
y
 19
0
0
s
,
 Je
f
f
e
r
s
o
n
 Ac
a
d
e
m
y
 pr
o
v
i
d
e
d

ed
u
c
a
t
i
o
n
 fo
r
 Gu
i
l
f
o
r
d
 Co
u
n
t
y
 an
d
 Gr
e
e
n
s
b
o
r
o
 st
u
d
e
n
t
s
 fr
o
m

el
e
m
e
n
t
a
r
y
 th
r
o
u
g
h
 2 yr
 co
l
l
e
g
e
.

Je
f
f
e
r
s
o
n
 Ac
a
d
e
m
y
 ha
d
 bo
a
r
d
i
n
g
 an
d

da
y
 st
u
d
e
n
t
s
.

Lo
c
a
l
 ch
i
l
d
r
e
n
 we
r
e
 al
l
o
w
e
d
 to
 at
t
e
n
d
 th
e
 Ac
a
d
e
m
y
 fo
r

fr
e
e
 du
r
i
n
g
 5 mo
n
t
h
s
 of
 th
e
 ye
a
r
 (n
o
n
‐fa
r
m
i
n
g
 pe
r
i
o
d
s
 of
 ti
m
e
)
.

Bo
a
r
d
i
n
g
 an
d
 ch
i
l
d
r
e
n
 pa
y
i
n
g
 tu
i
t
i
o
n
 at
t
e
n
d
e
d
 th
e
 Ac
a
d
e
m
y
 fo
r
 lo
n
g
e
r

pe
r
i
o
d
s
 of
 ti
m
e
 du
r
i
n
g
 th
e
 ye
a
r
.

Bo
a
r
d
i
n
g
 st
u
d
e
n
t
s
 wo
u
l
d
 tr
a
v
e
l
 by
 tr
a
i
n

an
d
 st
o
p
 at
 a pl
a
t
f
o
r
m
 on
 wh
a
t
 to
d
a
y
 is
 th
e
 54
1
9
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d

pr
o
p
e
r
t
y
,
 cr
o
s
s
 a fi
e
l
d
 an
d
 wa
l
k
 to
 th
e
 ca
m
p
u
s
 lo
c
a
t
e
d
 at
 th
e

in
t
e
r
s
e
c
t
i
o
n
 of
 Bi
r
c
h
 Cr
e
e
k
 an
d
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
s
.

Se
v
e
r
a
l
 of
 th
e

or
i
g
i
n
a
l
 Je
f
f
e
r
s
o
n
 Ac
a
d
e
m
y
 st
r
u
c
t
u
r
e
s
 st
i
l
l
 st
a
n
d
 to
d
a
y
 an
d
 ar
e
 in
 th
e

ar
e
a
 im
p
a
c
t
e
d
 by
 th
e
 pr
o
j
e
c
t
.

Re
f
e
r
e
n
c
e
:
 So
c
k
w
e
l
l
,
 “L
i
f
e
,
 Lo
r
e
 an
d

Le
g
e
n
d
 of
 Mc
L
e
a
n
s
v
i
l
l
e
”

Th
e
 Na
t
i
o
n
a
l
 Hi
s
t
o
r
i
c
 Pr
e
s
e
r
v
a
t
i
o
n
 Ac
t
 of
 19
6
6
 an
d
 Ge
n
e
r
a
l
 Statue 121‐12(a) 
re
q
u
i
r
e
s
 th
e
 co
n
s
i
d
e
r
a
t
i
o
n
 of
 ef
f
e
c
t
s
 fo
r
 si
t
e
s
 on
 or
 el
i
g
i
b
l
e
 for listing on the National 
Re
g
i
s
t
e
r
 of
 Hi
s
t
o
r
i
c
 Pl
a
c
e
s
.

Th
e
 NC
 De
p
a
r
t
m
e
n
t
 of
 Cu
l
t
u
r
a
l
 Resources State Historic 
Pr
e
s
e
r
v
a
t
i
o
n
 Of
f
i
c
e
r
 re
v
i
e
w
e
d
 th
i
s
 Pr
o
j
e
c
t
 an
d
 de
t
e
r
m
i
n
e
d
 no historic resources 
(i
n
c
l
u
d
i
n
g
 ar
c
h
a
e
o
l
o
g
i
c
a
l
 re
s
o
u
r
c
e
)
 on
 or
 el
i
g
i
b
l
e
 fo
r
 li
s
t
i
n
g
 on the National Register 
of
 Hi
s
t
o
r
i
c
 Pl
a
c
e
s
 wi
l
l
 be
 af
f
e
c
t
e
d
 by
 th
e
 Pr
o
j
e
c
t
.

Wr
i
t
t
e
n
 verification was received 
fr
o
m
 th
e
 HP
O
 by
 le
t
t
e
r
 da
t
e
d
 Ma
y
 31
,
 20
1
2
,
 wh
i
c
h
 is
 included in Appendix D of the 
EA
.

Th
e
 pr
o
p
e
r
t
y
 fo
r
 Je
f
f
e
r
s
o
n
 Ac
a
d
e
m
y
 th
e
 co
m
m
e
n
t
e
r
 is
 likely referring to is in the 
so
u
t
h
e
a
s
t
 qu
a
d
r
a
n
t
 of
 th
e
 in
t
e
r
s
e
c
t
i
o
n
 at
 10
7
 Bi
r
c
h
 Cr
e
e
k
 Road.  Guilford County tax 
pa
r
c
e
l
 da
t
a
 in
d
i
c
a
t
e
 th
e
 ye
a
r
 bu
i
l
t
 is
 18
8
8
.

Ba
s
e
d
 on
 the preliminary design for the 
Pr
e
f
e
r
r
e
d
 Al
t
e
r
n
a
t
i
v
e
,
 a sm
a
l
l
 ar
e
a
 ne
a
r
 th
e
 dr
i
v
e
w
a
y
 of this parcel would be needed 
fo
r
 ri
g
h
t
 of
 wa
y
.

No
n
e
 of
 th
e
 st
r
u
c
t
u
r
e
s
 on
 th
i
s
 pa
r
c
e
l
 would be affected.  Likewise, 
fo
r
 th
e
 ot
h
e
r
 tw
o
 pr
o
p
e
r
t
i
e
s
 in
 th
i
s
 qu
a
d
r
a
n
t
,
 10
1
 an
d
 103 Birch Creek Road, only a 
sm
a
l
l
 am
o
u
n
t
 of
 ri
g
h
t
 of
 wa
y
 is
 ne
e
d
e
d
 fr
o
m
 th
e
 po
r
t
i
o
n
 of the property adjacent to 
ex
i
s
t
i
n
g
 Mc
L
e
a
n
s
v
i
l
l
e
 Ro
a
d
 an
d
 no
 st
r
u
c
t
u
r
e
s
 wo
u
l
d
 be affected.