20070183 Ver 1_Application_20070313

Office Use Only: Form Version March OS ,. /n
USAGE Action ID No. DWQ No. ~~ U ~ ~ ~ ~' ~'e y~ ~`~l/
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
Owner/Applicant Information
Name: Mr. David Foster, PE
Mailing Address: N.C. Department of Transportation
Rail Division
1556 Mail Service Center
Raleigh, NC 27699-1556
Telephone Number: 919-733-4713 Fax Number: 919-715-6580
E-mail Address: dbfoster(cr~,dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Cox to Hoskins Siding Improvements
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A. NCDOT Rail
Division Project
3. Property Identification Number (Tax PIN): N/A. Railway right-of-way.
4. Location
County: Guilford Nearest Town: Greensboro & High Point
Subdivision name (include phase/lot number): N/A. Not in a subdivision.
Directions to site (include road numbers/names, landmarks, etc.): Corridor follows Norfolk
Southern rail line between High Point and Greensboro. Be ig'ns approximately 700 feet
northeast of North College Drive (SR 1278 in High Point and extends for approximately 8.9
miles to a point approximately_ 1600 feet southwest of Interstate 40 in Greensboro. See
Figure 1 attached.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): (see attached sheet) °N (see attached sheet)°W
6. Property size (acres): N/A. Property is a 8.9-mile length of railroad siding with a 200-foot-
wide t py ical) right-of-way.
7. Name of nearest receiving body of water: Deep River 17-3.3 (WS-IV); Richland Creek
17-7- 0.5) (WS-IV); Bull Run 17-5-(1) (WS-IV); South Buffalo Creek 16-11-14-2 (C NSW)
8. River Basin: Cape Fear CPF8 [03030003] and CPF2 [03030002])
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Updated 11/1/2005
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9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site conditions are eg nerally disturbed, as is typical for a
railroad bed. Forested buffers often persist along the railroad grade outside of the maintained
zone and along stream margins. Surrounding land use consists of industrial, commercial, and
residential development. The majority of the alignment lies within High Point, Jamestown,
or Greensboro municipal limits.
10. Describe the overall project in detail, including the type of equipment to be used: A new
track will be installed approximately 15 feet to the south of the existing track for the len>;th
of the project alignment. Minor realignments will be installed at intervals on the existing
track and turnouts. Existing stone/concrete culverts will be extended where possible or will
otherwise be replaced with steel Wipes.
11. Explain the purpose of the proposed work: Siding_ improvements for rail traffic between
Greensboro and High Point.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. The on ig nal jurisdictional determination for the project attached) was
approved on January 22, 2003 (Action ID 2003 20342) and is scheduled to expire on January 22,
2007. The project corridor was recentl~yed for any changes in jurisdicitonal areas, and an
implication for extension of the jurisdictional determination was submitted on December 8, 2006.
NCDOT project U2524 AB & AC (Greensboro Bypass) required temporary realignment of
the railroad bed at Station 6550 of the proposed project. Stream impacts were permitted under
USACE Action ID 2003 21137; DWQ# 030909. This stream reach will not be affected by the
proposed project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A. No future project plans.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
Updated 11/1/2005
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accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Fill will be placed to the south of
the existing railroad bed to accommodate the new track. Earth fill will be placed in wetlands,
and stream culverts will be extended or the culverts will be replaced using, the jack and bore
method.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list impacts due to both structure and floodins.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream (linear Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) feet)
C9 fill, culvert extension scrub-shrub no 0 0.005
C18 fill forested no 30 0.005
C20 fill, culvert extension forested no 92 0.055
C22 fill scrub-shrub no 0 0.015

Total Wetland Impact (acres) 0.080
3. List the total acreage (estimated) of all existing wetlands on the property: 0.4 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average Stream
Width Before
Im act Impact
Length
(linear feet) Area of
Impact
(acres)
C2 UT to S Buffalo Creek culvert re lacement erennial 4 feet 86 0.0079
C7 UT to Bull Run culvert extension intermittent 4 feet 42 0.0039
C9 UT to Bull Run culvert extension intermittent 3.5 feet 83 0.0067
C 12 UT to Bull Run culvert extension intermittent 3 feet 13 0.0009
C13 UT to Bull Run culvert extension erennial 7 feet 56 0.0090
C16 UT to Dee River culvert re lacement intermittent 3 feet 34 0.0023
C18 UT to Dee River culvert re lacement intermittent 5 feet 62 0.0071
C19 UT to Dee River culvert extension erennial 10 feet 33 0.0076
C20 UT to Dee River culvert re lacement intermittent 3 feet 36 0.0025
C22 UT to Richland Creek culvert re lacement erennial 7 feet 23 0.0037
Total Stream Im act (b len th and acres e) 468 0.0516
Updated 11/1/2005
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5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
None None None None None

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0516
Wetland Impact (acres): 0.080
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.1316
Total Stream Impact (linear feet): 468
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A. No pond construction is proposed.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
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techniques to be followed during construction to reduce impacts. Please see attached sheet for
descriptions of avoidance and minimization strategies for individual crossin>s.
The original jurisdictional delineations on the railwa~ght-of--way described 29 intermittent
and perennial stream crossings totaling~2888 feet. Sixteen vegetated wetlands were delineated
totalling 0 781 acre Of these jurisdictional areas only 10 stream crossings are proposed to be
impacted by the project with a total of 347 feet of stream impacts. Four wetland impacts are
proposed with 0 080 acre of impacts During the design phase for the proposed rail sidings, fill
slopes were minimized and track alignments were adjusted to avoid and minimize impacts to
jurisdictional areas wherever possible Placement of the new sidings as close as possible to the
existins; track further minimizes impacts.
Widening of the rail bed will result in unavoidable stream and wetland impacts. Crossings will
be constructed usin>; culvert extensions where possible. Many existing culverts are undersized
or perched and cannot be extended. In these cases new culverts will be installed using the lack
and bore method to minimize impacts to jurisdictional areas.
Construction of the new sidin~~s and main track to either side of the existing rail bed would not
result in lesser impacts to wetlands or streams.
The developer feels that the most efficient and practicable design solution is proposed as well
as the least damaging
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
Updated 11/1/2005
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and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
102 feet of on-site mitigation is proposed at 3 crossings (C7, C 16, and C20). Miti ag tion
consists of natural channel design.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 4201inear feet
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
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Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone , ~„-_~ F ~~~ Multiplier ,~,~;«:,..,«;,..,
1 I 15,315 13 (2 for Catawba) I 0
2 503 5 1.5 0
Total I 20,350 I I 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Considering railroad ballast as impervious, the
existing surface is 36.37 acres and the proposed area is 44.93 acres. The railway right-of-way is
213.96 (200 feet x 46.600 feed. Therefore. the impervious are will increase from 17.0% to
21.0%
XII. Sewage Disposal (required by DWQ)
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.
N/A. No wastewater will be generated.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Updated 11/1/2005
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Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: N/A
No future development is anticipated as a result of this project.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 9

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