20171250 Ver 1_P-5704 NWP Application 12182017_reduced_20171219

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
December 18, 2017
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office Mooresville Regional Office
Attn: Ms. Crystal Amschler Attn: Ms. Donna Hood
151 Patton Avenue, Room 208 610 East Center Ave., Ste 301
Asheville, NC 28403 Mooresville, NC 28115
Subject: Nationwide 14, 23, & 33 Permit and 401 Water Quality Certi�cation for the extension of
existing rail siding along the CSX SF-line from west of the SR 1008 (Indian Trail Road)
crossing to east of the SR 1378 (Hayes Road) crossing in the Town of Indian Trail, Union
County, North Carolina, TIP No. P-5704
Dear Ms. Amschler and Ms. Hood:
The North Carolina Department of Transportation (NCDOT) Rail Division proposes to extend an existing
rail siding along the CSX SF-line from west of the SR 1008 (Indian Trail Road) crossing to east of the SR
1378 (Hayes Road) crossing in the Town of Indian Trail, Union County, Transportation Improvement
Project Number (TIP) P-5704. Train traffic will remain open during construction. A brief closure of
Wesley Chapel-Stouts Road is anticipated, and a roadway detour will be coordinated with NCDOT
Division 10 staff during the design phase of the project.
Please fnd enclosed a PCN application, Stormwater Management Plan, permit drawings, culvert survey
report, mitigation request letter, a USGS quad map, Soil Survey map, State Minimum Criteria Checklist,
SHPO Concurrence letters, and photographs. A wetland mitigation acceptance letter from the
Department of Mitigation Services is also attached. Stream mitigation has been requested and will be
forwarded once received.
The North Carolina Natural Heritage Database was checked for records of threatened and endangered
species. The database lists four species for Union County that have federal status. Bald eagle (Haliaeetus
leucocephalus) is protected in every county in North Carolina under the Bald and Golden Eagle
Protection Act. Schweinitz's sunflower (Helianthus schweinitzii), Carolina heelsplitter (Lasmigona
decorata), and Micha�'s sumac (Rhus michauxii) are listed as endangered.
Habitat for bald eagle primarily consists of mature forest in proximity to large bodies of open water for
foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. A
desktop-GIS assessment of the project study area, as well as the area within a 1.13-mile radius (1.0 mile
plus 660 feet) of the project limits, was performed on July 19, 2016 using 2015 color aerials. Several
waterbodies were identified southeast of the study area that are large enough and sufficiently open to be
considered a potential feeding source. A survey of the study area and the area within 660 feet of the study
area boundary was conducted on March 15, June 28, and September 19, 2016; no individuals or nests
were observed. Additionally, a review of the June 2016 NCNHP database on August 25, 2016 indicates
no known occurrences of this species within 1.0 mile of the project study area. Due to the lack of known
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
RAIL TiNISION
ISS3 MAIL SERVICE CENTER
R.ai,EiGx, NC 27699-1553
Telephone: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1 SOUTH WILMINGTON STREET
RALEIGH, NC 2%6�1

occurrences and minimal impact anticipated for this project, it has been determined that the subject
project will not affect this species.
Schweinitz's sunflower is endemic to the Piedmont of North and South Carolina. The few sites where this
rhizomatous perennial herb occurs in relatively natural vegetation are found in Xeric Hardpan Farests.
The species is also found along roadside rights-of-way, maintained power lines, and other utility rights-
of-way, edges of thickets and old pastures, clearings and edges of upland oak-pine-hickory woods and
Piedmont longleaf pine farests, and other sunny or semi-sunny habitats where disturbances (e.g., mowing,
clearing, grazing, blowdowns, storms, frequent fire) help create open or partially open areas for sunlight.
It is intolerant of full shade and excessive competition from other vegetation. Schweinitz's sunflower
occurs in a variety of soil series, including Badin, Cecil, Cid, Enon, Gaston, Geargeville, Iredell,
Mecklenburg, Misenheimer, Secrest, Tatum, Uwharrie, and Zion, among others. It is generally found
growing on shallow sandy soils with high gravel content; shallow, poor, clayey hardpans; or shallow
rocky soils, especially those derived from mafic rocks. Suitable habitat for Schweinitz's sunflower is
present in the study area along the railroad siding, roadsides, utility right-of-ways, and field/forest edges.
A review of the June 2016 NCNHP database on August 25, 2016, indicates no known occurrences within
1.0 mile of the study area. Surveys were conducted by Three Oaks on September 19, 2016. No plants
were seen during the survey; therefore, this project will not affect this species.
The Carolina heelsplitter was historically known from severallocations within the Catawba and Pee Dee
River systems in North Carolina and the Pee Dee and Savannah River systems, and possibly the Saluda
River system, in South Carolina. In North Carolina, the species is now known only from a handful of
streams in the Pee Dee and Catawba River systems. The species exists in very low abundances, usually
within 6 feet of shorelines, throughout its known range. The general habitat requirements for the Carolina
heelsplitter are shaded areas in large rivers to small streams, often burrowed into clay banks between the
root systems of trees, or in runs along steep banks with moderate current. The more recent habitat where
the Carolina heelsplitter has been found is in sections of streams containing bedrock with perpendicular
crevices filled with sand and gravel, and with wide riparian buffers. As habitat is present in streams
within the project study area, a survey was conducted by Three Oaks Engineering (Three Oaks) on
February 2, 2017. Based on these survey results, it was determined that this project will have no effect on
this species.
Michaux's sumac, endemic to the inner Coastal Plain and lower Piedmont, grows in sandy or rocky, open,
upland woods on acidic or circumneutral, well-drained sands or sandy loam soils with low cation
exchange capacities. The species is also found on sandy or submesic loamy swales and depressions in the
fall line Sandhills region as well as in openings along the rim of Carolina bays; maintained railroad,
roadside, power line, and utility rights-of-way; areas where forest canopies have been opened up by
blowdowns and/or storm damage; small wildlife food plots; abandoned building sites; under sparse to
moderately dense pine or pine/hardwood canopies; and in and along edges of other artificially maintained
clearings undergoing natural succession. In the central Piedmont, it occurs on clayey soils derived from
mafic rocks. The plant is shade intolerant and, therefore, grows best where disturbance (e.g., mowing,
clearing, grazing, periodic fire) maintains its open habitat. Suitable habitat for Micha�'s sumac is
present in the study area along the railroad siding, roadsides, and utility right-of-ways. A review of the
June 2016 NCNHP database on August 25, 2016, indicates no known occurrences within 1.0 mile of the
study area. Surveys were conducted by Three Oaks on September 19, 2016. No plants were observed
during the survey; therefore, this project will not affect this species.
This project was submitted to the State Historic Preservation Office (SHPO) for review on February 4,
2016. A survey of architectural properties was conducted on February 2, 2016. It was determined that no
historical architecture would be impacted by the project. Additionally, it was determined there would be
no eligible archaeological resources present within the project study area.

The project study area is comprised mostly of maintained rail right-of-way, but also contains hardwood
and pine farest along the stream banks. There are several jurisdictional streams and wetlands within the
project study area, including South Fork Crooked Creek and associated unnamed tributaries.
NCDOT best management practices (BMPs) will be used to minimize and control sedimentation and
erosion. The construction foreman will review the BMPs daily to ensure erosion and sedimentation is
being effectively controlled. If the foreman determines the devices are not functioning as intended, they
will be replaced immediately with better devices.
Impacts to Waters of the United States
South Fork Crooked Creek (DWR Class: C) is shown on the USGS topographic map as a perennial
stream. The channel is well defined with a substrate primarily composed of sand, silt, gravel, cobble, and
is approximately 4-7 feet in width. From the project site, South Fork Crooked Creek flows approximately
10.6 river miles (RM) to its confluence with Crooked Creek. Crooked Creek then flows approximately
13.1 RM to its confluence with Rocky River. The Rocky River meets the definition of a Traditional
Navigable Water. For these reasons, we believe South Fork Crooked Creek is a Relatively Permanent
Water and is under the jurisdiction of the U.S. Army Corps of Engineers. In order to construct the
project, it will be necessary to impact waters of the United States in the Yadkin-Pee Dee River Basin
(HLTC 03040105). Specifically, NCDOT is requesting to extend an existing rail siding. The impacts are
listed in the table below:
Jurisdictional Stream Impact Summary
Perm. Temp. Perm. Temp.
Existing Existing
Station Structure Size / Type SW SW Channel Channel
Impacts Impacts Impacts Impacts
(ac) ( ac) 1 1
429+77 to 432+31 36"ID WSP, 54" ID WSP <0.01 <0.01 64.5 41.8
430+23 to 432+86 4@60"x66" RCP Extension 0.03 <0.01 57.5 10
469+72 to 469+90 2.5'x4' RCBC Extension <0.01 <0.01 25.9 10
Jurisdictional Wetland Impact Summary
Mechaniz
Perm. Fill Temp. Excavatio ed
Station Structure Size / Type in Fill in n in Clearing
Wetlands Wetlands Wetlands in
(ac) (ac) (ac) Wetlands
(ac)
401+66 to 403+88 24" RCP-V Extension 0.06 - - 0.03
430+23 to 432+86 4@60"x66" RCP Extension 0.05 - - 0.02
462+74 to 467+28 Fill Slope 0.03 - - -

Permits Requested
NCDOT Rail Division is hereby requesting authorization under Section 404 of the Clean Water Act to
proceed with the construction project outlined above. We are also requesting a 401 Water Quality
Certification from the North Carolina Department of Environmental Quality (DEQ), Division of Water
Resources (DWR).
If you have any questions or need additional information, please contact me at [phone] or
jfbrid e�s(a�ncdot.gov. Your review and consideration are greatly appreciated.
Sincerely,
G���;�x�� � 3��c�
James Bridges, Jr., PE, CPM
Rail Project Development Manager
Enclosures
cc: Mr. Allan Paul, NCDOT Rail Division, Acting Directar
Mr. Brad Smythe, PE, NCDOT Rail Division
Ms. Anamika Laad, AICP CTP, NCDOT Rail Division, Seniar Rail Project Development
Engineer
Mr. Craig Young, PE, Three Oaks Engineering

�F W A 7F9
i i o� Qc Office Use Only:
�,�, � � r Corps action ID no.
a Y DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14, 23, 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Stouts Siding Extension
2b. County: Union
2c. Nearest municipality / town: Indian Trail
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state p_5704
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if NC DOT Rail Division, Mr. James Bridges, Jr., PE, CPM
applicable):
3d. Street address: 1556 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1556
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
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PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
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PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude 35.063535 Longitude: -80.649826
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 93.6 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to South Fork Crooked Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin-Pee Dee (HUC 03040105)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project study area is comprised of mostly maintained roadway with hardwood forest along the stream banks and
nearby agricultural fields, residences, and businesses. There are six perennial streams within the project study area and
six jurisdictional wetlands. There is also one pond.
3b. List the total estimated acreage of all existing wetlands on the property:
0.5
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
— 1,548 LF of stream within the project boundaries
3d. Explain the purpose of the proposed project:
To extend an existing rail siding along the CSX SF-line from west of the SR 1008 (Indian Trial Road) crossing to east of
the SR 1378 (Hayes Road) crossing in the Town of Indian Trial
3e. Describe the overall project in detail, including the type of equipment to be used:
Train traffic will remain open during construction. Work adjacent to the track will be protected by current CSX Safety and
Roadway Worker Protection rules. A brief closure of Wesley Chapel-Stouts Road is anticipated, and a roadway detour will be
coordinated with NCDOT Division 10 staff during the design phase of the project. Erosion and sedimentation control measures
will be installed. Water will be diverted around the construction area. Water will gravity flow through a 24" pipe around the work
area during construction by installed impervious dikes upstream and downstream of the existing bridge. Special stilling basins
will be utilized on an as needed basis to pump water trapped between the impervious dikes if a storm event overtops the dikes.
Equipment to be used includes a track hoe, dump truck, paving equipment, pumps, and various hand tools, possibly a crane to
move construction material such as reinforced bars of steel, and concrete buckets to place concrete.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type
of determination was made? � Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Three Oaks Engineering
Name (if known): Chris Sheats, PWS Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
April 25, 2017, SAW-2016-00248
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PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
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PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Tem orar T
Fill, Mechanized Non-Tidal ❑ Yes � Corps
W1 � P❑ T Clearing (WG) Freshwater Marsh � No ❑ DWQ 0.09
W3 � P❑ T Fill (WD) Bottomland � Yes � Corps 0.07
Hardwood Forest ❑ No ❑ DWQ
W4 � P❑ T Fill (WE & WF) Headwater Forest � Yes � Corps 0.03
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0.19
2h. Comments: Impacts to wetlands are due to fill slope and accessing fill slope. There will be 0.19 acre of permanent fill in
wetlands, of which 0.05 acre will be due to mechanized clearing for accessing of construction equipment.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact
number - (PER) or jurisdiction stream width length
Permanent (P) or intermittent (Corps - 404, 10 (feet) (linear
Temporary (T) (INT)? DWQ - non-404, feet)
other)
South Fork
36"ID WSP, 54" ID � PER � Corps SFCC: 8-12 P: 64.5
S2 � P� T WSP Crooked Creek & � INT � DWQ SD: 1-3 T: 41.8
UT (SD)
UT to South Fork
4@60"x66" RCP � PER � Corps P: 57.5
S3 � P� T Extension Crooked Creek 2-4
(SC) ❑ INT � DWQ T: 10
UT to South Fork
2.5'x4' RCBC � PER � Corps P: 25.9
S5 � P� T Extension Crooked Creek 1-2
(SE) ❑ INT � DWQ T: 10
3h. Total Permanent Stream and Tributary Impacts P: 148
T: 62
3i. Comments: Of the 210 LF of stream impacts, 148 LF are associated with permanent impacts to streams for the purpose of
culvert extensions. The 62 LF of temporary impacts are associated with the impervious dikes that will be used upstream and
downstream of the proposed crossing. The dewatering of the stream will run concurrently with the construction activities (i.e.
the temporary impacts associated with dewatering are within the permanent stream impact footprint location).
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4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P)
or Tem ora T
01 ❑P❑T
4f. Total open water impacts
4g. Comments: No open water impacts
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments: There are no ponds created for this project
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surFace area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Tem ora T im act re uired?
Road fill ❑ Yes
B1 ❑ P❑ T and ❑ No
clearing
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
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PCN Form - Version 1.3 December 10, 2008 Version

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The purpose of the proposed project is to extend a rail siding track along an existing rail line. As a result of this extension,
several culverts will be extended. Roadway approach work is minimized as much as is practical to reduce the overall project
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the work area to prevent
sedimentation of downstream aquatic resources. Impacts will be minimized by strict enforcement of Best Management
Practices for the protection of surFace waters, restrictions against the staging of equipment in or adjacent to waters of the US
and coordination (including a pre-construction meeting) with the Division Environmental Supervisor.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): � DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 296 If
4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.38 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ❑ Yes � No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
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PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The proposed extension of culverts results in a minor increase in ❑ Yes � No
impervious surfaces, so treatment is not required.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 14 %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Plan is attached.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
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PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Per the NC DWQ April 10, 2004 Version 2.1 Cumulative Impacts policy, small scale public transportation projects — such
as widening projects, bridge replacements and intersection improvements — have a"low potential for cumulative impact
since little (if any) new impervious surface is added and the projects are usually in already developed locales." This
proposed project is within a somewhat developed landscape (i.e. existing roadways, businesses, and residential homes in
the vicinity), this is not a rail line on a new location (i.e. there is an existing rail line road and bridge structure and thus, the
area already contains impervious surfaces) and the project drains to South Fork Crooked Creek which is Class C(i.e. not
ORW, HQW, NSW, or 303(d) listed waters). We anticipate the NC DW R will advise us if a qualitative or quantitative
analysis is needed.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
It is not anticipated that this project will generate any wastewater as it is a rail siding track extension project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
� Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database and onsite investigation.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
This railroad project takes place in Union County which is not near any coastal or tidal habitat that would support EFH (i.e. salt
marshes, oyster reefs, etc.).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See State Minimum Criteria Checklist. Historical architecture and archaeological resources were determined to not be
affected by this project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: See State Minimum Criteria Checklist and Project Commitments
8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program
Mr. James Bridges, Jr., PE, CPM �,��� � U12��(/ 12/18/17
Applicant/AgenYs Printed Name
ApplicanUAgenYs Signature Date
(AgenYs signature is valid only if an authorization letter from the
a licant is rovided.
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

:�;�... _ _ �
\`"���� North Carolina Department of Transportation
High�,vc�V
St(�y"Y11�V�teC Highway Stormwater Program
� IM<�ii�lG�11
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 46398.1.1 TIP No.: P-5704 County(ies): Union Page 1 of 2
General Project Information
WBS Element: 46398.1.1 TIP Number: P-5704 Project Type: Other Date:
NCDOT Contact: Brad Smythe, PE Contractor / Designer: AECOM
Address: g62 Capital Boulevard Address: 701 Corporate Center Drive
Raleigh, NC 27603 Suite 400
Raleigh, NC 27607
Phone: [phone] Phone: [phone]
Email: [e-mail] Email: william.stephens(c�aecom.com
City/Town: Indian Trail County(ies): Union
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Project Description
Project Length (lin. miles or feet): 2.8 lin. miles Surrounding Land Use: Woods, Industrial, Residential
Proposed Project Existing Site
Project Built-Upon Area (ac.) 13.4 ac. 9.4 ac.
Typical Cross Section Description: Single track with siding track on a portionof the proposed project length. 2:1 or flatter fill Single track with siding track on 15' center with 15' roadbed. 2:1 fill slopes with
slopes. minimum typical 2' depth 2' base ditch.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: NA Year: NA Existing: NA Year: NA
General Project Narrative: The CSX proposed StouYs Siding Extension along the CSX SF Line in Union County between MP 311.8 and MP 316.9 will extend existing Stouts Siding track to the west to
(Description of Minimization of Water provide 10,000 feet of clear distance between Indian Trail Road and Wesley Chapel Stouts Road.
Quality Impacts) Existing drainage pattern flowing directly to a wetland near the south end of the project, Sta. 345+75 RT, is being maintained. Flow to the wetland is being carried by a grass
lined 2' base ditch. The Q10 velocity into the wetland is calculated to be 0.8 ft/sec.
The project impacts three jurisdictional stream crossings, one at South Fork Crooked Creek, one at an unnamed tributary to South Fork Crooked Creek, and a third at another
unnamed tributary. At South Fork Crooked Creek, Sta. 429+80, there is an existing rock arch culvert with a 60" CMP outlet extension. The proposed design calls to extend the
existing rock arched culvert by replacing the existing 60" CMP outlet end with a 52" smooth steel liner pipe. The outlet of the extension will be placed so that the outlet elevation
matches that of the existing stream channel. An additional 34" smooth steel pile will be installed adjacent via trenchless installation to assist with higher flows. The northeast
quadrant contains a proposed 2' lateral base ditch to maintain the existing condition flow pattern to the stream channel. The channel is lined with rip rap for stabilization and
velocity control. The Q100 ditch velocity is 3.5 ft/sec. The crossing of the unnamed tributary to South Fork Crooked Creek, Sta. 432+75, contains four existing 60"x66" elliptical
concrete pipes. The proposed design calls to extend these pipes to maintain flow. The northwest quadrant contains a proposed 6' lateral base ditch lined with rip rap for
stabilization and velocity control. The Q100 ditch velocity is 4.5 ft/sec. At the third crossing, Sta. 469+90, there is an existing 2.5' x 4' rock box culvert that will be extended with a
2.5' x 4' reinforced concrete box culvert to maintain flow. The culvert is to be buried approximately 1.5' and backfilled with native stream material. The northwest quadrant
includes a 2' base, grass lined ditch with a Q100 velocity of 4.2 ft/sec.
Rip rap is utilized on the stream banks and within some proposed drainage ditches to prevent scour and erosion at the pipe outlets.
Velocities for all ditches are designed to be non-erosive for the Q100 storm and are lined for protection as needed.
Waterbody Information
Surface Water Body (1): South Fork Crooked Creek NCDWR Stream Index No.: 13-17-20-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification:
Impairments: biological impairment
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

�,.__.
�����,v��,, North Carolina Department of Transportation "
SiOrl'��W�t�i' Highway Stormwater Program
STORMWATER MANAGEMENT PLAN �"""' � ��
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 46398.1.1 TIP No.: P-5704 County(ies): Union Page 2 of 2
Additional Waterbody Information
Surface Water Body (2): South Fork Crooked Creek Tributary 3 NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T8E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (3): UT to South Fork Crooked Creek NCDWR Stream Index No.: NA
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T8�E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (4): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T8E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (5): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T�E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

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DATE: DECEMBER 15. 2017

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L° ENGINEERING DEPARTMENT
TRAVIS HtPLER
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MATHP.N ELLIS r
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TGM HEPLEF � �� 701COrporote Center Drlve.Suite 475
Rolefgh, NC 27607
(9191854-6200 - (9191 854-6259tFAXl
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PROPOSED STOUTS SIDING EXTENSION � ��
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PROFILE
L` ENGINEERING DEPARTMENT
TRAVIS HtPLER
Y T�A��S �,�F�E� G.SX n1�, DESIGN & CONSTRUCTION
EY
JACKSONVILLE, FLORIDA �
��ArHP�� E���s r
D Br �� 7 NC FIRM LICENSE No:F-0342
TGM HEPLEF � �� 701COrporote Center Drlve.Suite 475
Rolefgh, NC 27607
(9191854-6200 - (9191 854-6259tFAXl
Novomt�er 3.2oR � � � � n
SU PLE�IENTAL PIPE J
INV M=64 i.99'
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PROPOSED STOUTS SIDING EXTENSION � ��
SUB: CHARLOTTE DIV: FLORENCE DR
PRELIMINA Y PLANS �NDIAN TRAIL. UNION COUNTY� NORTH CAROLINA
DO NOT USE FOR CONSTRUCTION TRACK PLAN AND PROFILE RF
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L° ENGINEERING DEPARTMENT
TRAVIS HtPLER
Y T�A��S �,�F�E� G.SX n1�, DESIGN & CONSTRUCTION
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T�A��S �,�F�E� G.SX n1�, DESIGN & CONSTRUCTION
Y
JACKSONVILLE, FLORIDA
MATHP.N ELLIS
TJM HEPLEF
Novomt�er 3,20R
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PROFILE
L° ENGINEERING DEPARTMENT
TRAVIS HtPLER
Y T�A��S �,�F�E� G.SX n1�, DESIGN & CONSTRUCTION
EY
JACKSONVILLE, FLORIDA �
��ArHP�� E���s r
D Br �� 7 NC FIRM LICENSE No:F-0342
TGM HEPLEF � �� 701COrporote Center Drlve.Suite 475
Rolefgh, NC 27607
(9191854-6200 - (9191 854-6259tFAXl
Novomt�er 3.2oR � � � � n
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PROFILE
L° ENGINEERING DEPARTMENT
TRAVIS HtPLER
Y T�A��S �,�F�E� G.SX n1�, DESIGN & CONSTRUCTION
EY
JACKSONVILLE, FLORIDA �
��ArHP�� E���� r
D Br �� 7 NC FIRM LICENSE No:F-0342
TGM HEPLEF � �� 701COrporote Center Drlve.Suite 475
Rolefgh, NC 27607
(9191854-6200 - (9191 854-6259tFAXl
Novomt�er 3.2oR � � � � n
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MONROE, NC
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RR NORTH
SPECIAL LATERAL BASE DITCH
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PERMIT DRAWING
SHEET 11 OF 18
680 � `�
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670
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660 "' �
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650 �u �-+ a �n �n
460+00 461+00
DESCRIPTION
CHARLOTTE, NC
�,
RR SOUTH
5F DETAIL 4
SPECIAL L4TERAL BASE DITCH
315 i���� �� s���=I �5B 6i88 PG 697
Mp�aN iRa4 rowNE cEraf�st[,B_�c
� � i � rn
+ Ground .� p ti' Slope O
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v
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-��=�x—K RP - - ; t x—x—�—x--------------EXISTING CSX R/W----- � _..;-,, I`
-------------------------------------- -------------- --------------- \ --------------------�`== �------
:SX R/W ------ � � �f'� v
� DENOTES FILL IN � ,n,1' ^'
weruNo � EX�ST/NG .!/A/N TAACfi" // -�_ »-J"'— Y
� ����;,os �.,1�,�^ir�^ � _
DENOTES IMPACTS IN �{
-6URFACE WATER //Y �
�. . . _.. - UNNAMED TRIBUTARY / / .i - ~ I
DAE Ad'F�S,IM..SU FAC�-N!' ER- � `,J.�."� � ��� • �v � Z
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P = - - - - � - - - - - _ - =? . - � r _ REM6VE TRACK - E- zeo ,` - - - - - �- - - - - - - - -- O
) PROPOSfD SlDING 7RACK • i--- -- C -�- g- -'- � -; bw x � x x s c-+�X_�=_X C C_ � Q
2' $PECIAL LAT'SR9L BASE�IjCH _ ��r .�,�.r..�_� 4 �`-665.62 - - - — i
2 PECIAL LATE �BASE'btTftl---- _
-SEE DETAIL 8 _� - - - - __ _ - - - -m �- �� y� _ _ _ 26D - - -�r�Y?. _ _ . - x-�oe �- J— _ _�`$F�E BE7XCIL� e � - - - - ��� �
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S�TE_4_---------------------------., -----�NV 668.28_ ~ �" I'_ __ �-S N\! � �REMOVE FfNCE _�1---.----- -- ANo'�V SOIL I/_ �� ANOPY J`__GAiF�_'EXIS'II�IXISTIN FeSX RI�/ 8-� � N
- - EXISTING CSX R/W �� n � i - iT �� �^� _ G _ W r�- W
r'� w0�J�5 EST.17 TONS CLA55 � P /'/I, i w�4 G / �I i
. r:� EST.36 SY GEOTEX Nir.'; �/n u � � I �� \ \ R / nll I I/ Z
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�JEi �6A497 PG �BOLL
hAS� pARF7�iM�LR$UTTO�P
R=O. l0
f+10. l7i (N0.98
l .4 /T HRT ti�
TA. 464+00.00 v �
CEV=67/.06 v `O
ti
W
s
a
Q 4'1 Q c
462+00 463+00 464+00
PLAN
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i r} .:i4.:.� /.c�
h� I I �,� �.
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+ i S
r I� � ��, �PROPOSED FENCf STA. �Z., �
I� ; 470+��716 / RT TD 477+63.00 RI �
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.i �& B�Yi��f NAIY,VRv_ SC,LLC
CULVERT
TOP OF RAIL
EXISTINC MAIN
465+00 466+00 467+00 468+00 469+00
PROFILE
L° ENGINEERING DEPARTMENT
TRAVIS HtPLER
Y T�A��S �,�F�E� G.SX n1�, DESIGN & CONSTRUCTION
EY
JACKSONVILLE, FLORIDA �
��Ar�P�� E���� r
D Br �� 7 NC FIRM LICENSE No:F-0342
TGM HEPLEF � �� 701COrporote Center Drlve.Suite 475
Rolefgh, NC 27607
(9191854-6200 - (9191 854-6259tFAXl
Novomt�er 3.2oR � � � � n
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• bi96 F1
• % CF
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OB 5867 PG 7� �� Bsr ��s �
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________�----�.n.�j-
� EX 2.5'x2.5' ROC
BOx CULVERT
INV IN=668.15'
INV OUT=667.54'
SfRfAM BED fL V-667,12
N N
�� ��
470+00 471+00
V C.
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� `� g `° f
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472+00 473+00 474+00 475+00
PROPOSED STOUTS SIDING EXTENSION �`��v��=�`��� ���.
L _C� �� a
SUB: CHARLOTTE DIV: FLORENCE oR�wirdc, ivn.
PRELIMINA Y PLANS �NDIAN TRAIL. UNION COUNTY� NORTH CAROLINA r-,� -i�_�
DO NOT USE FOR CONSTRUCTION ROPOSED SIDING 460 00N ONPROPOSED SIDING q75+p RF��s�o�,, �H�FT^rFo `
Si-PL�

MONROE, NC
��
RR NORTH
��
315
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t
V
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v
CHARLOTTE, NC
�,
RR SOUTH
1��3 618� �G 69�
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------------------ -------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
EXISTING CSX R/W
� DE WETLANDL IN i EX�ST�NG �%I�/V TF�ICIi
p � DENOTES IMPACTS IN ������ �
O �=�URFACE WATER
,, �_ _, ,
,_
� , \ , UNNAMED TRIBUTARY �
����%�;� DENOT��� �EMPORARY � — _ - t
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IMPACTS IN��;RF� Er'W� ER `—'� ��'� % tir-�� �r �'
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DESCRIPTION
965�+00 ��'-- �'��
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RETAIN� 9�0,�'�O
~4 �
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i
� ' ' INV=66��,45' �=�-- ' ;�c�� ��
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— _ � � _ — _ — — � — � .._� � � � _ � ^ _
C — — — — _ = — _�� �� _ �� F REM((�VVE TRACK —F —_ �
— s�� _ — � —_— o.; � — — —
� PROPOSED SlDING TRA CK ? � � �'A — — � — —� � �� c��
2' SPECIAL LATERAL 62S_E�ITCH �,,, �`�� �---o� 1— 2'
-- — — — — — —�- —cc � — — - — — 1— — — — — _ _ — —o� � . — �s'�— — � — — — — —
SEE DETAIL 8 — — — — — 200
J _.1�� '��l "i�
� �_�`��� RETAI .� � � �`�'��''� � �;—
_ .r�-,� � '� �,s ,r��_ ��'—' ' '� � �
- ---- --------- - ----- ------------------------------------------------------- n-_� � , , �,� -�� r �eza� ���'' `_��- �" :� _�.�5 1 � o REMO
� -- ' �,,_ ; �--� � � EXISTING CSX R/W ,���'
S ITE 4
Lii�L'�� ; i �i�!`�� � 'LICTh��i'�!
DB 6497 PG 480
R DEAN HARRELL
AP�D DARREN L SUTTON
N�CS�DS
°�'�"���° �Y ENGINEERING DEPARTMENT
TRAVIS HtPLER
° °�"'°"°° `°°"s��''°' G.SX n1�, DESIGN & CONSTRUCTION
DBAWPI BY
������������� ;��� �� ����� " �R���� �'����� PRELIMINA Y PLANS
;'°° °'°'��E���E��v �HE�k.t� �Y JACKSONVILLE, FLORIDA
°'tnamsx r�o�s�o�.�T�o�, ��AT�P�� E����
DO NOT USE FOR CONSTRUCTION
a��in•a��_em��r AP�ROVED E�'r � NC FIRM LICENSE No:F-0342
w�rr, ,n� csr r��,��.;c�o.r:��r.�,�. TGM HEPLEF �� 701Corporate Center Drive. Suite 475
Rolefgh, NC 27607
DATE [ , (9191854-6200 - (9191 854-6259tFAXl
Novomt�er s. zol7 • • • � "'
---,
EST. 17 TONS CLAS I
EST.38 SY GEOTE�( _Wpy
I ��-5 i loq4'
I � �
POND ; �I �,
� \,
� ,' ;
��i ` !
SITE 5
%
� -,
,, _
PERMIT DRAWING `—� -�— �
SHEET 12 OF 18 �-RA�Hic� ��cA�E. ho�i�. i° _��o�
PROPOSED STOUTS SIDING EXTENSION � ��
SUB: CHARLOTTE DIV: FLORENCE DR
INDIAN TRAIL. UNION COUNTY� NORTH CAROLINA
ENVIRONMENTAL PERMIT DRAWING RF'
SITE 4 & 5
;,�_A�r_
L _ Ci � l� �

�oo �oa
AREA FILL: I'1.6 SF
695 � � AREA CUT: �8.7 SF 695
690 —►�--r-L W E T L A N D 690
z z m I
685 X � � ��,"'�,_�—I I 685
. - ia
w�� 3
a�,� I -� cu' ��
680 . � t� iO � �: `° � . H�', � `� N , , ,c . . —. 680
I \ li J \ LL J LL J � J - - - . - _ �- _. �- �_ .. _. _. .:�� �
3� UOW U W I I LL�� �� V� I
675 � � � � o W � �� 675
x.l. . _. �.. � ow jl '.
670 U I_ _ , _ _ _ _ _—, _-- — — � I � Q u, .., � , 670
— — — — '�'�—mo
� I LL� D V t M O V t O N
� O �O O �D
665 m; 4;c �= o_a; 0 665
o w � �c � �n
ow ow
660 660
655 655
-I20 -IIO
675
670
665
660
655
650
645
640
635
630
-120 -IIO
100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 IIO 120
463+00
,00
695
690
�� 685
I`� 680
o .-,
~ w'�
� 5 Q 675
m�c�
n. �:
670
�w PERMIT 665
DRAWING
-= SHEET 13 660
O F 1 8 655
_ -p0 -IIO
I \ i
i � _
REV �JATF DESCRIPTION
675
670
665
660
655
650
645
640
635
630
100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 IIO 120
43 I+00
7��
695
690
685
680
675
670
665
660
655
100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 IIO 120 10' 0 i0' 20'
403+00
°�'�"���° °� ENGINEERING DEPARTMENT �61VTi-A`�T `J°.
o rt„_ , t„y,,,� � T�A��� �1E�-�ER PROPOSED STOUTS SIDING EXTENSION �- 5� u a
� °R^W�� �Y G.SX n1�, DESIGN & CONSTRUCTION SUB: CHARLOTTE DIV: FLORENCE
�f�°'�,�o��s: ;w'�;�� ��.��- �
TRA��S "`P�E� JACKSONVILLE, FLORIDA INDIAN TRAIL. UNION COUNTY. NORTH CAROLINA oR�wir�c iv_.
� ;'��;` M1 zm`� s�;°� r° j° s;; �� r � rv �, �HE�kt, EY PRELIMINA Y PLANS
��arHP�v e�us DO NOT USE FOR CONSTRUCTION REVISiCrd s.H=�T �`�iu.
�� ��nau�o+ oe qP�ROVED E�'r � NC FIRM LICENSE No: F-0342 CROSS SECTIONS
„��"°c°-f2e.'"`��' TGM HEPLEF ���� 701COrporote Center Drlve.Suite 475 PERMIT DRAWINGS
rr. �o�-�cs� r���,��o��r�:�r.���. � Rolefgh,NC 27607 S�ALE
DATE [ , (9191854-6200 - (9191 854-6259tFAXl
sv APP Novomt�er 3. 20R �� ��+•
sue

�oo �oo
695 695
690 690
685 685
680 680
675 675
670 670
665 665
660 660
655 655
-I20 -IIO
700
695
690
�� 685
I`� 680
o .-,
~ w'�
� 5 Q 675
m�c�
n. �:
670
�w PERMIT 665
DRAWING
-= SHEET 14 660
O F 1 8 655
_ -p0 -IIO
I \ i
i � _
REV �JATF DESCRIPTION
100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 IIO 120
l � � �
�.� � �I
-120 -IIO -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 IIO 120
700
695
690
685
680
675
670
665
660
655
100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 IIO 120 10' 0 i0' 20'
466+00
°�'�"���° °� ENGINEERING DEPARTMENT �61VTi-A`�T `J°.
o rt„_ , t„y,,,� � T�A��� �1E�-�ER PROPOSED STOUTS SIDING EXTENSION �- 5� u a
� °R^W�� �Y G.SX n1�, DESIGN & CONSTRUCTION SUB: CHARLOTTE DIV: FLORENCE
�f�°'�,�o��s: ;w'�;�� ��.��- �
TRA��S "`P�E� JACKSONVILLE, FLORIDA INDIAN TRAIL. UNION COUNTY. NORTH CAROLINA oR�wir�c iv_.
� ;'��;` M1 zm`� s�;°� r° j° s;; �� r � rv �, �HE�kt, EY PRELIMINA Y PLANS
��arHP�v e�us DO NOT USE FOR CONSTRUCTION REVISiCrd s.H=�T �`�iu.
�� ��nau�o+ oe qP�ROVED E�'r � NC FIRM LICENSE No: F-0342 CROSS SECTIONS
„��"°c°-f2e.'"`��' TGM HEPLEF ���� 701COrporote Center Drlve.Suite 475 PERMIT DRAWINGS
rr. �o�-�cs� r���,��o��r�:�r.���. � Rolefgh,NC 27607 S�ALE
DATE [ , (9191854-6200 - (9191 854-6259tFAXl
sv APP Novomt�er 3. 20R �� ��+•
sue

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6�U 670
� EkIST1NG MqIN TRACK
665 I I I ' I � PROPOSEDI,SIDING TRACK �h�
I I
b60 � � 650
� �
F,55 , � � , . �-,`�`�
� \
f,50 i / I I � I 65i?
� \ 64�
yq; PROPOSEi 36" WSP (GRADE B. ALL THICK ESS = 0.5"'): 81.4 LI @-2.6 ,
� � i — _ �
G40 . I � �� � � � — — — — — — 640
INV. = 64�h.99' I
42.08'L SKEW NGLE = 84�13'28" � INV. = 639.82'
hJJ � ' b}_��
' I 39.32,R
5;0 G'0
-120 110 100 -'�0 80 -7n eD -50 40 -3n 20 -IG 0 iri ; 0 =;0 40 `_:l� 60 70 `�.n ?if�� 1���0 Ilp �=0
429+73.75
��o ���
6a� � � i � ti�_�-,
��o I I I I I I E��o
h�� � E�jISTING MIAIN TRACIK �r�
� (� PROPOSED�SiDING iRACK
680 _ � � � � 6E+0
� �
�75 �_ � 67�
� �� I
G7n " RCP-V EXTEN5I�N: � 67n
i � EXISTING 24" RCP: � 10.6 �-1.69%! — � — — — —
— — — ---� -4l .� tF-@--T. T0� - - - - - - nr5
665 I - - - -. - - - - - - - - . I
�INV. = 666.07' I INV. = 665.37' I
6un 29.52 I 11.68'R li INV. - 665.19'
22 .-31 � R 6 F� 0
� SKEW ANGLE = 90°i08'S9"
b�5 6s5
1�0 Ilil IOp )C �0 71 r,�i S�_i 4Ci in 2f1 10 4 iD -'n 3�i 40 °�ii EO /11 3(� if1 10�i I10 1'_�l
403+81 . 49
6 7 5 f; 7'=�
E�� E��
E65 � 667
� EXISTIf�G MAIN TIRACK
660 I I 6c,0
6;5 � b�;
650 —... � — 650
� i
� � _
"'4`' _ � EXISITING 24" RCP: \ I 24" R-V EXTENSION:
_ — �- - -47.8�, LF_L_-1 . 72% _ _II - - -\ —14.@-LF-Ca- �fi% — — — — — —
[40 - - - - - - - - - - -I - - - - 540
INV. = 6401'.40'� SKEW ANGLE = 83°36'43" II
n�5 23.34'L I 63`_
INV. = 639.58�'I INV. = 639.32'
24.46'Ri 39.26'R
6�0 6'�0
�120 110 �'100 9D 80 70 60 �50 �40 �30 ?D 10 0 iD �0 s0 �0 �0 60 70 80 90 100 110 1�0 �f�� r� ��� _���
3 3 7+7 0. 5 6 �_���FH��_ ;��A�� ,�� ,�,�
oESicNe� ev COnITP,ACT NO
oeN ��AWrs LN� �IP�IELf JD�G D�NAI?TMEI�JT PROPOSED STOUTS SIDING EXTENSION p��� �
' ' �a oaawri r�r I �
— �rN �,AW�s CSX TRANSPORTATION� INC. �� I�N u CONSTRUCTIC�I�I SUB� CHARLOTTE DIV- FLORENCE oRawiNc No.
� ' �_�� ��� �» �,�E,_kEp �Y JAChSON��ILLE, F LORIDA PRELIMINA Y PLANS �NOIAN TRAIL, UNION COUNTY, NORTH CAROUNA R;�,_ __
of rnr � o t,,,�,� �,��,THAN F���=.
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e� �� nPF�ovEo a��� Ne nRM u ErisE N��-c�+ PIPE PROFILES �' G(� F I�`�
wltt tn C_x tranE.rtatlan TOM HEPLER � ��0� n r L �ii{P Gi5
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I � PROPOSED SIDING TRACK
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�_ EX I ST II�'NG 60"x66" ____ 60"x56" ELL IP I L RCP-V IE)
ELLIPTifCAL RCP': 42.9 LFj�@ -1.00'% 32.7ILF @-1.01% j
I� / I\ - --- --- --I----- I'
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`-INV. � 641.83' INVII. = 641.401''
39.44'IL SKEW ANGLIIE = 90°48'�,01" 3.45'R I
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6h�
650
65 �
E�,�
64�
640
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675
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665
660
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640
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120 110
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432+71 . 1 7
DESCRIPTIOrd
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6�u
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660
65�
650
645
640
635
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1�C� I10 120
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� PROPOSEDISIDING TRACK EE„
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- _ ,� ' �� i 6���
� 65f)
� EXISTI�NG 60 —I
4�EXISTING 3.3'x5.5' �CMe EXTENSIONe PROPOSED 54" WSP fGRADE B. WALL THICKNESS = 0.75"1:
ROCK_ARG,H CUL,VERT: 10 �I -1.20% 7 LF @-0.57% hq-
I — — _ � �35 LF @ -2.60% --- --- — � �
1NV.�� = 40.13 I __
- r - - - 3.29''R _ _ — — — — — 590
IINV. = 640.98 � El(. INVII. = APPROXI. 630297R _ li , INV. = 639.98'
31.71'L EX. �INV 639� 95 30.2'4'R �':,�'
13.2,9'R
�KEW ANGLE = 90°25'S4" I �,�
100 9D 80 70 60 �50 �40 �30 2p -10 0 iD 20 50 �0 �0 60 70 80 90 100 110 12�� �fl� 0 10� �ii�
4 2 9+8 3. 3 2 �_��FH��_ ;�A�� ,,�,
? av COnITP.ACT N0.
oeN ��AW�s CN��INELRII�G DENAI?TMEI�JT PROPOSED STOUTS SIDING EXTENSION p-��� �
'r ��N�AW�s CSXTRANSPORTATION,INC. D�`_I�I� � �ONSTRUCTIC��I iNOiAN TRAi��uNoN COuNT�i'�,NoRTH�CAROUNA �R�W���� ��� R��_�,�,
��Y �, ,chSONvi�LE, F �ORIDA PRELIMINA Y PLANS
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�� � � I'7�COM "` nRM u ErisE N � �-c�+- PIPE PROFILES � 1 (1 � I � `�
TOM HEPLER �1�. -�� �i L �ii{P �i5
r,' „`' 6' STA 429 83.32� STA 432 71.17; STA 432 80.71
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� EXIS ING 2.5',x4' � I
/ � ROCK�BOX CULVERT: 56.2 LF c-� O�i, I �'S XLFI�CBC E
- — - - - - r �i -12.�
� �------�-- - I i
INV.i= 668.75', EXISTING � EW ANGLE = 106°41'P7" I
35.35'L �
INV. =I 667.54' '
20.85'R PROPOS�D SKEW AN6LE = 119°29'15"
-50 -4a -39 -,0 -10 0 �0 20 3Ci 40 5r� 60
469+94.83
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433+86.31
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I � PROPOSED�SIDING TR�CK
, �
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/ 60 x " ILIPiICALIRCP-V EXie�NSION:
� ELLIIPTICAL�2CP: 48.6 LF @-1.05� II 21.6 LF p-g;�2y i
J �i � _ .
_ � J I I I �
I�INV. I,= 643.53'� I - - - - - - - INV. =I643.02, I
I 38.4d,"L SKEWIANGLE = 91°06'22" 10.20'R INV. = 641.18'
I I 31.BQ'R
100 9D 80 70 60 �50 �4�0 �30 2p -10 0 ID ?0 50 �0 �0 60
433+q5.76
, BY
oeN ��AW�s CN(�:IP�IELRII�G DEPAI2TMEI�J I
�r CSXTRANSPORTATION INC. DESIGN � �ONSTRUCTIOI�I
�rN �AW�s �
��Y �ACR�oNvi�LE, F�ORIDA PRELIMINA Y PLANS
���`"�"A" E�"� DO NOT USE FO CONSTRUCTION
:D 6Y � � J �COM Nl, �IRM LI EPISE IV � F-D3+
TOM HEPLER �l �. -'�,. ( i C 5 i-ilP 475
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COnITP.ACT N0.
PROPOSED STOUTS SIDING EXTENSION �-��r��
SUB� CHARLOTTE OIV� FLORENCE oRawiNr_, No.
1 INOIAN TRAIL, UNION COUNTY, NORTH CAROUNA � x- ��
� i�Evisior� sH��r ��o.
PIPE PROFILES � 2 �� �� �� ��,
STA 433•45.76� STA 433*86.3L- STA 469•94.83 '`"�� A�, ��_;�i�,wiv

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing E isting
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 401+66 to 403+88 24" RCP-V Extension 0.06 0.03
2 429+77 to 432+31 36" ID WSP, 54" ID WSP, < 0.01 < 0.01 64.5 41.8
3 430+23 to 432+86 4@60"x66" RCP Extension 0.05 0.02 0.03 < 0.01 57.5 10
4 462+74 to 467+28 Fill Slope 0.03
5 469+72 to 469+90 2.5'x4' RCBC Extension < 0.01 < 0.01 25.9 10
TOTALS*: 0.14 0.05 0.04 < 0.01 148 62 0
*Rounded totals are sum of actual impacts
NOTES:
2016 09 09

ADDIT!{�N'AL 1NFORlv�ATION A%1D CONIPIJTATIONS
HYDR�I,UGY - PIEDM�NT, URSAN; USGS SIR 2014-5030, REG{C�N 1
----------------------------------------------------------------------------------------------------------------------------------
DQ, = 2.2 SQ. MI. (FIS Q FROM LQCAI"ION APPRUX. 0.5 hA(. DOWNST�ZIEAM WITH DA = 2.5 SQ. MI.)
----------------------------------------------------------------------------------------------------------------------------------
Q_ V,4Ll.JES_VJSED__FOR_5TRUCTURE_SIZING-------------------------------------
---------------------------------------
pI�DMONT
usGs si� zo�a-�aso FEMA PU�LISHEQ Q VALUES
DA = 2.7 5@. ML; IA = 2D% DA = 2.5 SQ. MI.
o,�oav o.oiaa•in
-----Qz----163 {DA) �1QJ = 55� CFS
---------------------------------------------------------------------------�-------------
------------------
0.735I tl,6096`IA
q$ = 28A {DA) [1Dj = 800 CFS Gl�o = 605 CFS
-•----a ------------•---•-------------------------`-----------------------
0.7535 0.007G'IA
Q� = 381 (DA) taa7 m looa e�s
--------------------------------- --- --- -- - - --
- -- - - ------ - ----------- -----------
o,rasz o.ao53•in
C1t5 = 518 (DA) [iflj � 1200 CFS Cl$a = 1464 CFS
O.i90& 0:6037'IA
Q$ -- 632 (RA] (lflj = 14tl(1 CFS C� , 130� CFS
------ °--------------------------------- °
-------- ------ - - ----- ------------------- -------- ----------
--- ------ ------
Q.953& 0:0024'IA
C� = 753 {DA] �tDj =�640 CFS Qa� 1995 CFS
o ' �
"' _ "'9 "" _"""' """' _"""""""""""""""' """""' " _"' _"""""". _ ...'""""'
'_ '_" " ' '_"""_""_"""'_"'
0.8iB1
C}� = 88d (13A} = S8R0 CFS
--------- ----------------------------------�-----------------------------------------------------------------
----------o.eiSo -------
Q�9 1045 [DA] - 20Q0 CFS
- -- - - - -------------------------------------------------------------------------------------------------------------------
Q VALU�S CALCULATEQ VIA SIR 2i114-5030 USED F�R CIJLVERT DESIGN. FEMA PUBLISHEa Q
_YAI,I.l�S._USER__E.QR_FEMA__�OM�1JA�l�E---------------------------------------------------•---------------------------
THE��EXIS7'IiJG��CIlLVERT N�T SIZED T�� hvAEET S7'ANDAR� CSWAR�M,4 DESIGN CRIT�RIA �PER
�RAp__SMVTHE.OF.NCDOT^ RAIL_��V�SIC.]N__AND__CSX__________________
MAXI,MUM__ WSE DECREASE = 0.3'; MOA__TYPE 2A ..................................
" ' ' ""'_"'_""""""""""_'""'_.._....'"".__.....,__.,"'".....«,_...,.,._...._,..'""_"" '
N� UPSYliEAM OR D�WNSTREAJv1 STRUCTURES THAT W�RE IN PLACE AT TH� T[lvt� THIS PRC3JECT
WAS_DESIGNED_ WILL._ B�. ADV�RSELYg_IMPACTED__BY_THIS_PRC}JECT.r _ _,.
CHANNEL_BED_ AN�__B�4NKS_,ARE„STABL� WI,T�I,.BOTfC3M__ CQMPOS�b. C?F_SANDL CO�BLES,_AND_ R�CKS.
DOWNSTREAM FACE C�F CULVERT
� ... � k' "'�'"�______'__`______�__`""�______________________________________"
' { ,
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i
F�'� " " " " " " " " " " " " " " " __________" .___..__'__'________'__.'__._
;: � I �k
° ' ��.'�� '"� ---------------------------------------------------------------
� � -. �' '.� �
� " - � ' 2:� , ��
� ��� ' ;��� � ------------�-------------------------------�------------------------
�
YV
1 ��
1 1
�
. � .. �, � - rY �I """ _"_""_""'___'""""____"___"___'__'_"_"""_""_'___"__"__""""""""""""
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F
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SfTE DATA
Drainage Ar�a __ 2.2--SQ.-Mi--------------------- Source .._ USGS ,QUAQ__MAP,_�.IDAR
Rivec Basin �!4.DK4N-PEE _DEE ------------------ Character ._PIEQMONT - Uf��AN
�tream Classi#ication (5uch as Traut, High Quality Water, etc.} C• 303d
---�-.....� .........................�._..._-----_.
L7ca%a on Existi�g Structure __1 @3_8' x_ 5.6' ROCK ARC�I CUR,VERT W/HW EXTEhJDE[7 D/S W/60" CMP; __
OA�=dS' ---------------------------------•-..__..f.....---��.. ... .._ .._._
Total Waterway Opening-----_lb-------s.f. Waferway �pening Below 1Q�?yr. WS EL.-----�8:4-----s-f-
Debris Patential: Low ❑ Moderate [�1 HigF� �1
Qata on Structures Up and Dawr� Stream _ bi5 - STR. ND__890469;_U574; TRIPLE $' x 7' RCBC; OAL=723'
, „
WS - STR, NO. 89Q258• SRi�08•SI�JGLE SPAPJ 1 a-6 -
3 �RIDGE• TBMBER DECK ON I E�EAMS
..........................•--s------•--f-------------------�-`�--------�---------�------------------
Gage Station No. _WA-------------------------- Period of Records ,I�i'A.. ....
- ................................yrs
Max. C}ischarge --wA--------------------- c.f.s Date _�a.---------------------- Frequency-- w'-�-'-----
Historical F�ovd Infarmatic�n: NO KNOWLEDGE OF HW OR OT PER SVEN JON�S (csx Fv���E�y;
10-YR HISTC}RY 1CNQWE.EDG�. �'�riod of
Date---N/A---- �lev.__N/A---ft.Est. Freq. _�/A--Yr. 5ource N/A -----------Knawledge_N/A--Yrs
""' _"""""""""""""
Period of
Date._N/A---- Elev.__N/A---ft.Est. Freq. _N/A__yr. SQurce _ N/A--- ----•--------Knvwleclge_N1A--Yrs
""' _' _""""' _
NGDaT �E51GN
Allowab9e HW Elev..EXISTING BF� = 6�3.5 -----------------ft- Normal Water Surfac� �lev. __+/__ 642,U _. �#.
� RS-5b21�1' .............
Nlanning's n: Left O.B. ___ a_�1____ Cht�nnel _0_Q49_ Right O.B. _�:11___ Obtained �ror�. FIELD__SURVEY
Flood Stvdy /Status �ETAi l._El7 ST�IJDY �FISy EIF�ECTIVE_ & _REVISED 02/19Ik4) ��oodway Estnblished? _ Y�S_ _. _ _ _ _ _
With 1Nithout
Flnod Study 100 yr, D'rscharge z 1,1��_m _ c.f.s.; WS Elev.; Floodway __ ��6_�---- ft. F�oodway ----��� _9----ft.
@River Stativ� 5734�
I��SIGN DA7A
Hydrologieal MeFhod._USGS_REGRESSiON__EQUATION,_51R_2014-5030R
Fiydraulic Qesign Method __ ��C-f�tAS. VERSI�N__ 4,1_4__________ __ __
Design Tailwater � Q ---5.4 ft., C�i ---�:� ft.; Q $•.9.._.ft.;G! --- 6.7 f�.• Q ---.�:!...__._.ft
10 -------- 25 ----- 50"-'- 100 "---" ' 500
Size � �'ype
Inlet Cantrol
Q H.W.
(c.f.s.j Ke HWib r�+t
Outlet Cor�troi
de d� 2� ho H LSo
SEf H�CwRAS
Remarks
. . _... . - �-- - -- -- --- --- --� -�---- --- �--�-- ------� � -• - �-
Is a Flaodwa Revisfon Re uired? __ Y_E ; M O A 2 A -� �2,1 � f
Y q ------------------------- otal Proposed Waterway Opening.�,_._,..�_o.._..s. .
73.5
�utle� Velociiy V�------------------�_....._._:f. .s. Natural Channel Velocit ----------�_$--------------f. .s
� roo P Y ��afl� p
V�equired Outlet Praiectian _C�.ASS I RIP RAP __
INF�RMATION TO BE Sf�QWN C7N PL�NS
WS EL. Taken @ River Station 56219
Design: L7ischarge --- 16f?_0------ c.f.s. Frequency.---------100--------Yr. Elev. -----------653_3---------ft.
�ase F1ood: D�seharge --- �b(�0------ c.f.s. Frequency..------._1�0-------_yr. Elev. -----------653_3---------�-
Uvertopping: Discharge----1780-----c.f.s. Frequency..-•-----20D-------Yr. Elev. -----------654,3---------#{
OT AT RR L4W PdINT; STA. 433 -� 89; ECEY=654.28'
' T�TAL PROPOSED WATERWAY �PENING VALUE INCLUaES 3b" WSP SUPP�,�M�NTA'� PIPE.
YADKIN-PEE D�E RIVER BASIN�
FEM.P� DETAILED STEJ�Y
CULVERT SURVEY & �Y�RAIJLI� f�ESl�l�l REP�RT
N. C. DEPARTh�IENT OF TRAtJSPpRT�T1QN
D�VISIDN C�F HIGHWAYS
�
o ; �1YDRAULi�S UNIT
�. � €tA,LEIGH, N. C.
�
x
`�' � � 46398.1.1 �, 429+83
U � l.D. �Iv.---- P-5iO4------ Pro'ect No- --------------------------------- Pro' Stcrfion .------ -------------.__._....--
� �
�; County ------- UN�ON----------- Stream _ 5�UTH_ FORK_ CROOK��__CREEK---------------- Stru. Na..---N!�!....
�
U �
; Or� Highway------.....CSK,RR.... .... Betweer� ------ SR _10a8-------- and -------------- SR 13i7
o� {INDIAN TRAI� RUAD SOUTH) (WESLEY CHAPEL� 5T0'UTS RD�
�� Recornrr�end�ed StrUct�re _RETAIN__Ai1JD__EXTEN�__3:8'x5_6' STQNE_ARCFi__CULV,_D1S_W/54"_ WELDED_ STEEL PIPE
'Q ;(GRAR� B, WALL 7HfCKN�S5 0.75"). RETAIN EXISTBNG 60" CMP EX��NSIQN AND LINE W/THE ABOVE P'�IPE
� � �X7EY�fSION,.INSTALL_7RENCHI_�SS_36".1NELDED,S�`E�L_SfJPPLEA/�ENT_PIPE_�GRADE_B,.WAI,LTMICKNESS_�;5"]
v ; ADJACENT W�HEADW,4LL.
�;�ecommended' Width of Flailrvaa �_��_ �T,_(SHOULDER_TO_ SHOUI.DER)-------- �kew ..�'��_.�------------------
�;
: Recommended Lacatior� is (Up, At, Down) Strream from Existing Crassing. ___.._____.�_________________________
� �
Qp Longitude _-8fl_654�54------------------ Latitude �e 3��Q66692
t/] cL
a; Statewide Tier � Regional Tier '�] Sub-Regional Tier ❑
'�'�; Beneh Mark is ._��10; RR SPIICE SET IN 21" BIRCH; STA. 425+75, 5$.4Q' LT;
�,- _ . -----------------------------------------------------------•-------------------------------------------�
� �,
N 4829�7• E 1505314-------------------- Elev. -- 6�3_97---ft. Datum: --- NAVD 88
o� �' -----------'- - ------------
� ------------------------
N `D �
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o ' T�mporary Crossing --hJ�A`--------------------------------------�-----. .
Q i � rY � .. -- ----- ---�.----------------------�
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STATE OF NORTH CAROLINA
DEPAR�NT OF TRANSPORTATION
ROY COOPER
GovExrrox
December 15, 2017
Ms. Beth Harmon, NCDOT Coordinator
Division of Mitigation Services
3331 Heritage Trade Dr., Ste. 105
Winston-Salem, NC 27105
Subject: Request Acceptance Letter for Compensatory Mitigation Credits
TIP No. P-5704 - Stouts Siding Extension Project
Union County
Dear Ms. Harmon:
JAMES H. TROGDON, III
SECRETARY
Please accept this compensatory mitigation credit request for North Carolina Department of
Transportation's (NCDOT) P-5704 project, which will require impacts to streams and wetlands in the
Town of Indian Trail in Union County. The wetland mitigation was previously requested and accepted in
a letter dated September 14, 2017 (attached).
Impacts to Waters of the United States
In order to construct the rail siding extension project, it will be necessary to impact waters of the United
States in the Yadkin River Basin (HLTC 03040105). Specifically, NCDOT is requesting compensatory
mitigation for impacts to 148 linear feet of streams at a 2:1 ratio (296 feet of mitigation).
Please contact me at [phone] or jfbridges(c�ncdot.gov if you have any questions or need additional
information. Your review and consideration are greatly appreciated.
Sincerely,
Gyli%t�j- �'-.J '
J es Bridges, Jr., PE, CPM
Rail Project Development Manager, Planning & Development Branch
Enclosures
cc: Mr. Brad Smythe, PE, NCDOT Rail Division
Ms. Meme Buscemi, PE, AECOM
Mr. Craig Young, PE, Three Oaks Engineering
MailingAddress: Telephone: [phone]
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968
RAIl, DIVISION
1553 MAII. SERVICE CENTER
RALEIGH, NC 27699-1553 Website: www.ncdot.gov
Lo�ar;on:
I SOUTH WII.MINGTON STREET
RAi.EIGi-i, NC 27601

3 •�
En vironmental
Quality
Mr. James Bridges, Jr., P.E., CPM
Rail Project Development Manager
Rail Division — Planning & Development Branch
North Carolina Department of Transportation
1553 Mail Service Center
Raleigh, North Carolina 27699-1553
Dear Mr. Bridges:
September 14, 2017
Subject: Mitigation Acceptance Letter:
P-5704, Stouts Siding Extension Project, Union County
�ROY COOPE�t
„ .. . :�;�;,.
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory wetland mitigation for the subject project. Based on the information supplied by you on September 11,
2017, the impacts are located in CU 03040105 of the Yadldn River basin in the Southern Piedmont (SP) Eco-Region, and
are as follows:
Yadkin Stream Wetlands Buffer (Sq. Ft.)
03040105 Non- Coastal
Sp Cold Cool Warm Riparian �p�an , Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 0 0.38 0 0 0 0
*Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
The impacts and associated mitigation needs were under projected by the NCDOT in the 2017 impact data. DMS
will commit to implement sufficient compensatory wetland mitigation credits to offset the impacts associated with this
project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee
Instrument dated Ju1y 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 DMS.
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
5incerely,
Jamti s B. Stanfill
Cred�kt-?c'fanagement Supervisor
cc: Ms. Crystal Amschler, USACE — Asheville Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: P-5704
%'Nothing Compares�,. ._.
State of North Garolina Environmental Quality
217 West Jones Street I 1601 Mail Service Center I Raleigh. North Carolina 27699 7601
91R 707 8600

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MINIMUM CRITERIA DETERMINATION CHECKLIST
TIP Proj ect No. P-5704
W.B.S. Project No. 46398.11
Proiect Location:
Stouts Siding Extension project; proposed extension of the existing rail siding track along CSX
Transportation's (CSX) SF-line from east of Indian Trail Road (SR 1008) to west of Wesley
Chapel Stouts Road. The project limits begin west of the existing Indian Trail Road rail-
highway crossing to east of the existing Hayes Road (SR 1378) rail-highway crossing in the
Town of Indian Trail, Union County, North Carolina.
Proiect Description:
The proposed project involves the extension of the existing rail siding track along the CSX SF-
line in Union County. The proposed project is included in the 2016-2025 North Carolina State
Transportation Improvement Program (STIP). It is anticipated that construction will occur
within existing CSX right of way; therefore, no additional right of way will be required.
Construction is scheduled for state fiscal years 2018 and 2019 in the STIP.
The project proposes the following improvements; construction of new siding track extending
approximately 10,000 feet from railroad milepost (MP) SF-313.4 to SF-315.3; rebuilding the
existing siding track from railroad (MP) SF-312.8 to SF-313.4, a distance of approximately
3,200 feet; installation of new interlocking railroad signals and powered turnouts on the main
track at each end of the siding; and drainage improvements that will extend existing culverts to
the north side of the existing main track (see Figure 3).
Train traffic will remain open during construction. Work adjacent to the track will be protected
by current CSX Safety and Roadway Worker Protection rules. A brief closure of Wesley
Chapel-Stouts Road is anticipated, and a roadway detour will be coordinated with NCDOT
Division 10 staff during the design phase of the project.
Puruose and Need:
The purpose of the project is to support and enhance freight operations along the CSX-SF line by
constructing a passing siding in the middle of a 30-mile segment of single track railroad. The
passing siding will efficiently and effectively allow trains traveling in opposite directions to pass,
and for fast, high priority trains to pass slower or lower priority trains traveling in the same
direction.
Tvpe of Document
A State Minimum Criteria Determination Checklist is used as the appropriate documentation. In
accordance with House Bi11795 "An Act to Reform and Amend the State Environmental Policy
Act", "Significant expenditure of public moneys" means expenditures of public funds greater
than ten million dollars for a single project or action or related group of projects or actions.
Contributions of funds and in-kind contributions by a non-State entity shall not be considered an
expenditure of public funds for purposes of calculating whether such an expenditure is
significant. The expenditures of public funds on this project is less than the ten million dollar
threshold to consider it to be significant but the land-disturbing activity is greater than the ten
acres threshold resulting in substantial, permanent changes in the natural cover or topography
will require SEPA documentation.

Anticipated Permit or Consultation Requirements:
Nationwide Permits (NWP) 14 and 23 will likely be applicable. A NWP No. 33 may also apply
for temporary construction activities such as stream dewatering, work bridges, or temporary
causeways that are often used during bridge construction or rehabilitation. The USACE holds the
final discretion as to what permit will be required to authorize project construction. If a Section
404 permit is required, then a Section 401 Water Quality Certification (WQC) from the NCDWR
will be needed.
Special Proiect Information:
Environmental Commitments:
The list of project commitments (green sheets) are located at the end of the checklist.
Estimated Costs:
The total cost for the project included in the 2016-2025 STIP is $11,000,000. Of this total,
$5,500,000 is for construction using State Highway Trust Funds (public funds), and $5,500,000
is for construction using CSX funds (other funds). Contributions of funds and in-kind
contributions by a non-State entity shall not be considered an expenditure of public funds for
purposes of calculating whether such an expenditure is significant. The expenditure of public
funds is less than the ten million dollar threshold to be considered significant.
Estimated Traffic:
`Source: NCDOT Traffic Volume Maps:
https://xfer.services.ncdot.gov/imgdot/DOTTSUMaps/AADT_COLTNTIES_2015/Union/LTnion County AADT_20
15.pdf
Train Traffic
Train Traffic (20161` I 8 trains
` Source: Stouts Siding Extension CSX SF-Line Noise Assessment Report (August 2016).
Accidents: N/A
Design Exception:
There are no anticipated design exceptions for this project.
Pedestrian and Bicycle Accommodations:
N/A
Alternatives Considered:
No Build — The no build alternative does not meet the purpose and need of the project.
Construct Siding on the South Side of the Existing Railroad — Due to the existence of
a siding on the north side of the railroad, and conflicting industry services located on the
south side of the railroad, this alternative was determined not feasible.

Construct Siding on the North Side of the Existing Railroad (Recommended) - Due
to the conflicts associated with constructing the siding on the south side of the railroad
(as described above), an alternative to construct the siding on the north side of the
railroad was developed and selected as the preferred alternative.
Public Involvement:
A landowner notification letter was sent to all property owners whose property, or a portion of
their property, was included within the project study area boundary. Property owners were asked
to provide comments. Questions received from the residential and business communities
involved connectivity across the railroad corridor, safety, and construction timing.
An informal public workshop meeting was held on June 13, 2016. There were seven citizens in
attendance. The majority supported the proposed improvements.

PART A: MINIMUM CRITERIA
1. Will the proposed project involve land disturbing activity of more than ten acres
that will result in substantial, permanent changes in the natural cover or
topography of those lands?
2. Will the proposed project require the expenditure of more than ten million
dollars in public funds?
3. Is the proposed project listed as a type and class of activity which would qualify
as a Non-Major Action under the Minimum Criteria rules?
If "yes", under which category?
(Note: If either Category #8 or #15 is used, complete Part D of this checklist.)
YES NO
❑ �
❑ �
� �
Category #8
If "yes" is selected for either Question 1 or 2 and "no" is selected for Question 3, then the project does not
qualify as a Non-Major Action. A state environmental impact statement (SEIS) or state environmental
assessment (SEA) will be required.
PART B: MINIMUM CRITERIA EXCEPTIONS
YES NO
4. Does the proposed activity have a significant adverse effect on wetlands;
surface waters such as rivers, streams, and estuaries; parklands; prime or unique ❑ �
agricultural lands; or areas of recognized scenic, recreational, archaeological, or
historical value?
10
Will the proposed activity endanger the existence of a species on the
Deparhnent of Interior's threatened and endangered species list?
Would the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse air quality impacts?
Would the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water quality or
groundwater impacts?
Is the proposed activity expected to have a significant adverse effect on long-
term recreational benefits?
Is the proposed activity expected to have a significant adverse effect on
shellfish, finfish, wildlife, or their natural habitats?
Will the proposed activity have secondary impacts or cumulative impacts that
may result in a significant adverse impact to human health or the environment?
11. Is the proposed activity of such an unusual nature or does the proposed activity
has such widespread implications, that an uncommon concern for its
environmental effects has been expressed to the NCDOT?
❑ �
❑ �
❑ �
❑ �
❑ �
❑ �
■ //
Note: If any of Questions 4 through 11 in part B are answered "YES", the proposed project does not
qualify as a Non-Major Action. A SEIS or SEA will be required.
4

PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
Ecolo . ic�pacts
12
13
Is a federally protected threatened or endangered species, or its habitat, likely to
be impacted by the proposed action?
Does the action require the placement of fill in waters of the United
States?
14. Does the project require the placement of a significant amount of iill in high
quality or relatively rare wetland ecosystems, such as mountain bogs or pine
savannahs?
15
16
Does the project require stream relocation or channel changes?
Is the proposed action located in an Area of Environmental Concern, as defined
in the Coastal Area Management Act?
Cultural Resources
17
18
Will the project have an "effecY' on a property or site listed on the National
Register of Historic Places?
Will the proposed action require acquisition of additional right of way from
publicly owned parkland or recreational areas?
YES NO
� ❑
� ❑
❑ �
❑ �
❑ �
❑ �
❑ �
Questions in PART C are designed to assist the Engineer in determining whether a permit or consultation
with a state or federal resource agency may be required. If any question in PART C is answered "YES",
refer to the Environmental Guidance section of this document and contact the appropriate individual for
assistance.
Question 12:
Suitable habitat for the Carolina heelsplitter (Lasmigona decorata) is present in the project study area. A
review of the July 2016 NCNHP database on January 26, 2017 indicates no known occurrences within 1.0
mile of the study area. Habitat evaluations were conducted by Three Oaks personnel on February 2, 2017
within all the streams crossed by the project alignment. The Carolina heelsplitter was not found during
the surveys and is not expected to occur within the surveyed portions of South Fork Crooked Creek, or
the easternmost UT, nor is it expected to occur in close proximity downstream of the respective project
crossings, as South Fork Crooked Creek is impounded by a golf course and the UT flows through a
highly-urbanized area. Based on these conditions and the survey results, impacts are not expected to
occur to this species. Strict adherence to erosion control standards should minimize the potential for
any adverse impacts to occur to the aquatic fauna in these streams. The biological conclusion is No
Effect.
Suitable habitat for Michaux's sumac (Rhus michauxii) is present in the study area along the railroad
siding, roadsides, and utility right of ways. A review of the July 2016 NCNHP database on August 25,
2016 indicates no known occurrences within 1.0 mile of the study area. Surveys were conducted on
September 19, 2016 in which no plants were observed during the survey. The biological conclusion is No
Effect.

Suitable habitat for Schweinitz's sunflower (Helianthus schweinitzii) is present in the study area along the
railroad siding, roadsides, utility right of ways, and field/forest edges. A review of the July 2016 NCNHP
database on August 25, 2016 indicates no known occurrences within 1 A mile of the study area. Surveys
were conducted on September 19, 2016 in which no plants were observed during the survey. The
biological conclusion is No Effect.
Question 13: Four jurisdictional streams and five jurisdictional wetlands were identified within the
project study area (Figure 2). Project construction will result in approximately 297 feet of total stream
impacts and 0.46 acres of wetland impacts. Nationwide Permits (NWP) 14 and 23 will likely be
applicable. A NWP No. 33 may also apply far temporary construction activities such as stream
dewatering, work bridges, ar temporary causeways that are often used during bridge construction or
rehabilitation. The USACE holds the final discretion as to what permit will be required to autharize
project construction. If a Section 404 pernut is required, then a Section 401 Water Quality Certification
(WQC) from the NCDWR will be needed.

FA�,T �: (Ta he cumpietca when either c�rtegory #8 ar #X5 oi'the rWes ia useci.)
19. Project Iangth: 2.5 miles
24. Right af Way widtt�: 20U feet (existing)
2I , Tota! Acres of Disturbed Ground Surfaoe: 13.27 acres
�2. 'f otal Acres af Wetland Impacts: 0.46 acres
23. Total I.inear Fe�et af Siream lmpacte: 297 feet
24. �roject Purpose: 'T�te purpose o�the prasec# is to 5uppark �nd er�hance freight
agerations �lot�g the CSX-SF line by constructing a passin� siding ir� th� middle
of a 30-mile seginent of single track railroad. The passing sidir�g will efftciently
at7d et�ectively a,llow trains traveling i� opposite directians to pass, and for fast,
h;gh priority �ai�s to pass slowar or lower praority trains trar�eling in the same
direction.
Reviewed ��r'.
3/� 11�017
��t�
���
�ate
3 2U ZI]I
Date
l'11��1W { Y4aV���r�� a
Senior Raal Pro�ect Devel nt Engineer
�tail Division
J es 8ridges, P�, C�'M
il Pmject Develapment Manager
Rail Di�ision
�
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OriSpltarii Pc4]eCt Manager
Thr�e Oaks Engineering
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PROJECT COMMITMENTS:
Union County
Stouts Siding Extension Project
CSX SF-line from west of the existing
Indian Trail Road (SR 1008) rail-highway crossing to
east of the existing Hayes Road (SR 1378) rail-highway crossing
W.B.S. No. 46398.1.1
T.I.P. No. P-5704
NCDOT Division 10 Construction, Resident Engineer's Office — Detour from Rail Crossing
Closure
• In order to have time to adequately reroute school buses, Union County Schools will be
contacted at [phone] at least one month prior to road closure.
• Union County Emergency Services will be contacted at [phone] at least one
month prior to road closure to make the necessary temporary reassignments to primary
response units.
NCDOT Hydraulic Unit — FEMA Coordination
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), to
determine the status of the project with regard to applicability of NCDOT'S Memorandum of
Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent
final Letter of Map Revision (LOMR).
NCDOT Rail Division Construction-FEMA
This project involves construction activities on or adjacent to a FEMA-regulated stream.
Therefore, the Rail Division shall submit sealed as-built construction plans to the Hydraulics
Unit upon completion of project construction, certifying that the drainage structures and
railroad embankment that are located within the 100-year floodplain were built as shown in
the construction plans, both horizontally and vertically. The preliminary "Limited Detailed
Flood Study" and "Detailed Flood Study" indicate that the existing culverts overtop during
the 100 year event.
State Minimum Criteria Page 1 of 1
Green Sheet
March 2017

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Y� tie RAIL DIVISION TO EAST OF HAYES ROAD (SR 1378) WBS: 46398.1.1
4��T��FTflpK�� UNION COUNTY Date: JANUARY2017
STIP PROJECT P-5704

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Govemor Pat McCrory
Secretary Susan Kluttz
February 12, 2016
MEMORANDUM
TO: Marc Hamel
Rail Division
NC Department of Transportation
FROM: Ramona M. Bartos �°'�'D` ���'�
Office of Archives and History
Deputy Secretary Kevin Cherry
SUBJECT: Stouts Siding Extension, P-5704, Indian Trail, Union County, ER 16-0210
Thank you for your letter of January 27, 2016, asking for information as you start to study the above-
referenced undertaking.
We have checked our maps and files and determined that the only historic property within the project's
Area of Potential Effects (APE) is the James Orr Store (UN0302), located at the southeast corner of the
intersection the railroad and Indian Trail Road. The store was determined eligible for listing in the National
Register of Historic Places in 2002.
Given the scope of the project, there is little likelihood that other historic structures are in the APE and no
further survey work is needed.
There are no known archaeological sites within the proposed project area. Based on our knowledge of the
area, it is unlikely that any archaeological resources that may be eligible for inclusion in the National
Register of Historic Places will be affected by the project. We, therefore, recommend that no
archaeological investigation be conducted in connection with this project.
Please note that we have discussed this project with the Architectural History and Archaeological Units in
the Human Environment Section and determined that it does not fall under the Programmatic Agreement
for Minor Transportation Project since the Federal Railway Administration may fund the project and that
agency is not a party to the PA.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
environmental.review(a�ncdcr. o�v. In all future communication concerning this project, please cite the
above referenced tracking number.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax. [phone]-6599

DovE�AIL
CULTURAL RE50URCE GROUP
Knowing the Past—Building the Future
STOUT'S SIDING ARCHITECTURAL FIELD SUMMARY
March 28, 2016
Table 1: List of Architectural Properties Surveyed on February 2, 2016 in Connection
with the Stouts Siding Project, Near Indian Trail, North Carolina.
TEMP PROPERTY PROP. YR
AH # PARCEL #�DRESS TYPE BUILT NOTES:
100 Indian Trail LTN0302 (James Orr Stores); DOE
1 07111001 Road / Waxhaw Commercial 1905 (2002); Current Name: Lilly's
Indian Trail Road Auction & Gallery
2 07084336 100 Plyler Road Industrial 1965 Signage on building reads
"Genwove U.S. Ltd."
3 07087007 600 Radiator Road Industrial 1969
4 07069124 5521 Orr Road Commercial 1960
5 07069127 5425 Orr Road Residential 1925
6 07069128 5423 Orr Road Residential 1910
7 07069130 5421 Orr Road Residential 1955
8 07069130A 5405 Orr Road Commercial 1965
9 07069146 5316 Country Lane Residential 1966
10 07069145 5314 Country Lane Residential 1967
ca. No address # listed in Union
11 07069144 Country Lane Other Early County, NC, Real Property Online
1900s Database
12 07069142 5304 Country Lane Residential 1968
Union County, NC, Real Property
13 07069136 5313 Country Lane Residential 1968 Online Database lists site address
as "5113" Country Lane, but
mailbox reads "5313"
Union County, NC, Real Property
3415 Wesley Chapel Online Database lists site address #
14 07069007 Stouts Road Residential 1960 as "3212" but mailbox reads
"3415"
Fredericksburg, Virginia • www.dovetailcrg.com • Wilmington, Delaware

Stout's Siding Architectural Field Suinmary Page 2
March 28, 2016
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Figure 1: Locations of the 14 Architectural Resources Surveyed on Feb. 2, 2016 in the
Stouts Siding Project Area Near Indian Trail, North Carolina, as Shown on a 1971
Matthews, NC USGS Topographic Quadrangle Map (Photorevised 1988).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 3
Photo 1: Priinaiy Elevation of Commercial Building (AH Teinp. # 1) Located at 100
Indian Trail Road, Looking Southeast (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 4
Photo 2: Overview of Built Complex Located at 100 Plyler Road (AH Temp. #1),
Looking South (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 5
Photo 3: Overview of Bui1t Complex Located at 600 Radiator Road (AH Temp. #3),
Looking Northeast (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 6
Photo 4: Oblique View of Dwelling Located at 5521 Orr Road (AH Teinp. #4), Looking
West (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 7
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Photo 5: Primary Elevation of Dwelling Located at 5425 On• Road (AH Temp. #5),
Looking Southwest (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 8
Photo 6: Pr-imary Elevation of Dwelling Located at 5423 Orr Road (AH Ten1p. #6),
Looking Southwest (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 9
Photo 7: Primary Elevation of Dwelling Located at 5421 Orr Road (AH Temp. #7),
Looking Southwest (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 10
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Photo 8: Primary Elevation of Commercial Building Located at 5405 Orr Road (AH
Temp. #8), Looking Southwest (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
',,'
Page 11
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Photo 9: Oblique View of Dwelling Located at 5316 Country Lane (AH Ten�p. #9),
Loolsing East (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
� }�tt
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Photo 10: Primary Elevation of Dwelling Located at 5314 Country Lane (AH Temp.
#10), Looking Northeast (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
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Photo 11: Oblique View of Building Located on Coiultry Lane (AH #11), Just East of the
Dwelling at 5314 Country Lane (AH Temp. #10), Looking East (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 14
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Photo 12: Primary Elevation of Dwelling Located at 5304 Country Lane (AH Teinp.
#12), Looking Northeast (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 15
Photo 13: Primary Elevation of Dwelling Located at 5313 Country Lane (AH Ten�p.
#13), Looking Southwest (Feb. 2016).

Stout's Siding Architectural Field Suinmary
March 28, 2016
Page 16
Pl�oto 14: Primaiy �levation of Dwelling Located at 3415 Wesley Chapel StoLits Road
(AH Temp. #14), Looking Southeast (Feb. 2016).