HomeMy WebLinkAbout19970093 Ver 2_401 Application_20090601?I®
An employee-owned company
0 June 29, 2009
I
Mr. David Wainwright
DWQ 401 Oversight/Express Permitting Unit
2321 Crabtree Blvd, Suite 250
Raleigh, NC 27604
Subject: N.C. Global TransPark Rail Access
Kinston, N.C.
Lenoir County
Dear Mr. Wainwright:
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06-324.05
On behalf of the North Carolina Global TransPark (NCGTP) Authority, we are submitting the
subject project and request for a 401 Water Quality Certification and Riparian Buffer
Authorization. As directed by the U.S. Army Corps of Engineers we are submitting this request
for consideration under the Area B permit process as defined in the Section 404 permit issued to
the Authority on October 21, 1998 (Action ID No. SAW-1992-02851) for activities associated
with development of NCGTP. As discussed at the August 28, 2008 meeting and stated in the
letter from Mr. David Lexson dated September 26, 2008, the NCGTP is requesting a
modification of the 404 permit to facilitate the construction of rail access to the NCGTP. The
attached application and drawings will define the project as proposed.
The current activity presented for your consideration involves the construction of a railroad spur
that would connect the existing North Carolina Railroad (NCRR) line to the NCGTP. The
proposed project is designated as TIP Project No. U-2928 and is located within Lenoir County,
North Carolina (Figures 1 and 2). The railroad spur is approximately 5.66 miles in length and
runs perpendicular to the existing rail line in a north-south direction, roughly parallel to US 258,
before terminating within the NCGTP (Figure 3). The purpose of this project is to create rail
access between the NCGTP and the existing NCRR rail network providing access to the North
Carolina Port at Morehead City. The proposed railroad spur ties to the existing NCRR east-west
line paralleling US 70. Provision of rail access is an integral component of planned infrastructure
necessary to support the functions of the NCGTP as addressed in the 1997 EIS.
The Environmental Assessment for this project was approved on December 12, 2008; the
Finding of No Significant Impact has been submitted to the Federal Highway Administration for
final review and approval. The final alignment, proposed impacts to wetlands and streams, and
compensatory mitigation strategy resulted from meetings and discussions with state and federal
regulatory agencies. As described in the permit application, impacts to waters of the United
States were significantly reduced through alignment and design changes. Construction of the
project as proposed will result in impacts (permanent and temporary) to 9.1 acres of wetlands
and 394 linear feet of stream. Five and seventy-nine hundredths (5.79) acres of wetland and 193
linear feet of stream impact occur within the NCGTP Section 404 permit boundary. The
remaining 3.31 acres of wetland and 201 linear feet of stream impact occur outside of the permit
1101 Haynes Street, Suite 101 • Raleigh, NC 27604 - Telephone: 919.828.3433 Fax: 919.828.3518 • www.pbsj.com
r
Mr. David Wainwright
r June 29, 2009
l' Page 2
Le boundary.
Every effort has been made to minimize impacts where feasible. Sediment and erosion control
measures, including the use of Best Management Practices, will be employed during land
l~ clearing and implementation of drainage improvements (i.e. erosion control fencing, elimination
of staging areas in sensitive natural areas, immediate re-seeding, etc). Stormwater management
will be in keeping with N.C. Department of Transportation standards, as approved by the N.C.
Division of Land Quality. No curb and gutter system is proposed; drainage will involve diffuse
flow through a grassy medium prior to entry into the surface waters to the maximum extent
practicable. Natural drainage patterns will not be compromised. Full compensation for lost or
impacted wetland resources will be acheived through mitigation provided and completed as part
of the NCGTP mitigation plan.
Given that the proposed impacts are in keeping with the purpose and need of the NCGTP project
as identified in the project EIS and master plan, and compensation for lost wetland and stream
functions and acreage have been completed, we are looking forward to your prompt review and
approval of this request. Application for the Section 404 permit have been delivered to the U.S.
Army Corps of Engineers Washington Regulatory Field Office.
We will be happy to provide you or your staff with additional information or arrange for a site
visit, if so desired. Should you have any questions, please do not hesitate to call me at 919-828-
3433 (O) or 919-210-3260 (C). Thank you for your assistance.
Sincerely,
Ronald E. Ferrell
Senior Scientist
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cc: Ms. Darlene Waddell, NCGTP
Mr. Jason Orthner, NCDOT-Rail Division
Mr. Marc Hamel, NCDOT-Rail Division
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
1 (33 CFB 3251 Expires December 31, 2004
The Public burden for this collection of information is *estimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any. other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information. if it does not display a currently valid OMB control
number. Pleaxa DO NOT RETURN your form to either of these addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
beissued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
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1. APPLICATION NO. 2. FIELD OFFICE CODE 13. DATE RECEIVED 4. DATE APPLICATION COMPLETED
ITEMS BELOW TO 8E FILLED BY APPLICAN71
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE lm ewnre rot roovLml "
N.C. Global TransPark Authority Ron Ferrell/PBS&J-EcoScience
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
2780 Jetport Road, Suite A 1101 Haynes St., Suite 101 "
Kinston, NC 28504 Raleigh, NC 27604
7.. APPLICANT'S PHONE NOS..VWAREA CODE 10. AGENT'S PHONE NOS. WlAREA CODE '
a. Residence a. Residence
b. Business 252-522-4929 I Is. Business 919-828-3433
t t. STATEMENT OF AUTHORIZATION.
I hereby authorize, Ron Ferrell/PBS&J-EcoScience to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (:ae+rmw.ra,cGlobal TransPark Rail Access
13, NAME OF WATERBODY. IF KNOWN +v.,.,mnw.r 14. PROJECT STREET ADDRESS pr epproorei
Briery Creek (27-81-1)Neuse Basin 03020202 NA
15. LOCATION OF PROJECT
Lenoir North Carolina
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, rsey iranvttmrar
Project begin:35.2714 N,-77.6397 W;. Project end:35.329610 N,-77.-597501 W (Attachment A)
17, DIRECTIONS TO THE SITE
Kinston, NC. US 70/70B to Hillcrest Rd, travel north on Hillcrest Road approximately 0.3
miles to the INC Railroad. Project begins at the NC Railroad (NCRR) and extends in a
northerly direction for 5.66 miles into the NC Global TransPark. Project can also be accessed
from Sand Clay, Hull., Dobbs Farm, and Rouse Roads.
4 Jul 97 EDITION OF FES 94 IS OBSOLETE. - (Proponent: CECW-OR) '
18. Natura of Activity loaoip:m a p.q¢ r, md,de on fooivmf
Construction of a 5.66 mile rail spur on new location from the NCRR into the NC Global
TransPark
Attachment B
19. Project Purpose (o ago me revaon ur prpae. of tre zrgcou. m hwiv&wsl
To create rail access between the NCGTP and the existing NCRR rail network providing access
to the North Carolina Port at Morehead City, NC.
Attachment C
USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reasons) for Discharge
wetland fill to construct railroad bed on new location and installation of culverts to
accommodate existing drainage features.
Attachment D
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21. Type(s) of Material Beino Discharged and the Amount of Each Type in Cubic Yards
Earthen material; Reinforced Concrete Box Culverts; Corrugated Steel Pipes
Attachment E
22. Surface Area in Acres of Wetlands or Other Waters Filled heammm ,r w
A total of 9.10 acres of wetlands (8.96 permanent, 0.14 temporary)in 18 locations; 394 linear
feet of stream in 2 locations (Attachment r)
23. Is Any Portion of the Work Already Complete? Yes Q No LLJ IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property -Adjoinsthe Waterbody (If more than can be entered here,
please attach a supplemental list).
Attachment G
25. List of Other: Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER. DATE APPLIED DATE APPROVED DATE DENIED
USACE Section 404 199202851 5/31/94 10/21/98
NCDENR/DWQ 401 WQC 3184 5/31/94 ,4/7/96
Would include but is not restricted to zoning,. building and nood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
duly aut gazed agent of the a licant.
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake: the proposed activity (applicant) or it maybe signed by a duly
authorized agent if the statement in block ii has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing some to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
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N.C. Global TransPark Section 4041401 Water Quality Certification Application
Attachment A
Block 16: Other Location Descriptions
Site # NRTR Feature Figure , Latitude Longitude
1 W-1 3-1 35.271400 -77.639700
2 W-1 3-1 35.271648 -77.637712
3 C-W_17 3-1 35.271204 -77.635963
4 W-1 3-1 35.273070 -77.636907
5 W-1 3-1 35.275029 -77.637024
6 W-3,S-2b,S-3 3-1 35.281172 -77.639182
7A W-8 3-2 35.291622 -77.639260
7B W-8 3-2 35.292181 -77.637896
8 W-9 3-2 35.295925 -77.639372
9 W-11 3-2 35.300191 -77.636143
10 W-13 3-2 35.302251 -77.634305
11 -W_14, 5-10 3-3 35.306333 -77.630620
12 W-15 3-3 35.309734 -77.626727
13 W-16 3-4 35.312119 -77.620439
14A W-17 3-4 35.314947 -77.615831
14B W-17 3-4 35.314400 -77.615200
15 W-18 3-4 35.317821 -77.611958
16 W-27 3-5 35.323220 -77.604997
17 W-28 3-7 35.328950 -77.604772
18 W-30 3-8 35.327486 -77.601834
19 W-30 3-8 35.329610 -77.597501
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N.C. Global TransPark Rail Access
ATTACHMENT B
Section 4041401 Water Quality Certification Application
BLOCK 18: NATURE OF ACTIVITY
1. Table - Wetland and Stream Impact Summary
2. Permit Drawings
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ATTACHMENT C
BLOCK 19: PROJECT PURPOSE
PURPOSE AND NEED FOR PROJECT
The proposed project is a railroad spur that would connect the existing North Carolina
Railroad (NCRR) line to the North Carolina Global TransPark (NCGTP). The new
connection would run perpendicular to the existing rail line in a north-south direction, for
approximately 5.66 miles roughly parallel to US 258, before terminating within the
NCGTP (Figure 3).
The NCGTP is a 2,400-acre industrial/airport site located at the Kinston Regional Jetport
north of US 70 and east of US 258. As described in the 1997 Environmental Impact
Statement (EIS), the NCGTP "is envisioned to become a unique complex of
transportation, manufacturing, and commercial facilities dedicated to meeting the
evolving business needs of international trade and global manufacturing." At its ultimate
build-out, the proposed NCGTP site is projected to encompass an area of approximately
15,726 acres. The composite aircraft component manufacturer Spirit Aerosystems is an
example of the type of high-technology manufacturing sought by the NCGTP.
According to the 1997 EIS, the NCGTP "includes the expansion of the existing Kinston
Regional Jetport from its present size of 1,255 acres to approximately 2,191 acres
pursuant to a revised Airport Layout Plan. This process would be accomplished over a
10-year period. To attain the build-out of the NCGTP, a variety of new and expanded
industrial, manufacturing, and commercial sites, along with the associated necessary
infrastructure, are anticipated to occur within and beyond the boundaries of the NCGTP.
The primary need for this railroad access is supported by current and anticipated needs
within the NCGTP. The concept of the NCGTP is to allow real-time manufacturing and
shipping that can utilize air, roadway, and rail. As the NCGTP grows, it will allow multi-
modal freight access for a variety of industrial and manufacturing tenants. The 1997 EIS
describes the anticipated uses, modal connections, and potential impacts. The 1997 EIS
includes the proposal that rail access into the NCGTP will be necessary to support the
ultimate functions and goals of the NCGTP. Therefore, rail access is an integral need to
fully realize the multi-modal vision for the NCGTP and remove sole pressure for ground
freight from the surrounding roadway system.
The initial user of the rail access is anticipated to be the proposed Spirit Aerosystems site
which will be located northeast of Airport Road within the eastern portion of the NCGTP.
Because the location of the Spirit Aerosystems site is known, a detailed description of
effects corresponding to this proposed corridor terminating within the NCGTP east of the
existing runway is included in the Environmental Assessment for the proposed railroad
spur dated December 2008. It is acknowledged that ultimately a rail extension is also
anticipated west of the existing runway. Planning and detailed design of a western-side
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N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application 1
terminus will be prepared at such future date as a rail-user tenant locates west of the
runway.
SUMMARY
The Global TransPark (NCGTP) is an existing multi-modal industrial facility that has
been incrementally growing in accordance with a master plan and associated
Environmental Impact Statement (EIS) since the 1990's. The NCGTP is currently served
by air and roadway modes but is lacking the freight rail access envisioned in its master
plan, addressed in the 1997 EIS, and currently required by tenant Spirit Aerosystems.
The proposed action will provide rail access from the existing NCRR line in Kinston to a
terminus within the NCGTP. Provision of this rail access will help fulfill the multi-
modal vision of the NCGTP and will relieve some freight pressure from the existing
roadway system in the northern portion of the Kinston area.
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N. C. Global TransPark Rail Access
Section 4041401 Water Quality Certification Application
ATTACHMENT D
BLOCK 20: REASONS FOR DISCHARGE
1. Table - Purpose and Impact Description
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N. C. Global TransPark Section 4041401 Water Quality Certification Application
Attachment E
Block 21: Types of Materials Being Discharged and the
Amount of Each Type in Cubic Yards
SITE NO. Fill* in Wetlands c Excav. In Wetlands c
1 8.5 -
2 21.1 -
3 2-9'x4' RCBC -
4 60.6 -
5 25.4 -
6 134.1 10.8
7 1971.5 233.1
8 5795.6
9 973.1
10 301.2
11 6050.5 -
12 2508.4 583.3
13 2-12'x9' RCBC -
14 - 54.5
15 2367.0 3526.8
16 629.3 2076.5
17 - 171.9
18 83.5 -
19 -
TOTAL 20930 6657
'Except as otherwise noted, all fill is earthern material obtained
within project right of way
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
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Attachment F
Block 22: Surface Areas of Wetlands or Other Areas Filled
Wetland Impacts
A total of 9.10 acres (8.96 permanent and 0.14 temporary) of Section 404 jurisdictional
wetlands will be impacted by the proposed alignment for the railroad. Wetland impacts
occur at 14 separate locations along the 5.66 mile corridor (Table F-1, Figures 3 and 4 -
11). Wetlands W1, W28 and W30 are located within the disturbed/maintained
community. Wetlands W3 and W14 are included within the Coastal Plain Bottomland
Hardwood Forest. Wetland W8 is located within the Nonriverine Wet Hardwood Forest.
Wetland W9 is included within the Mesic Mixed Hardwood Forest. Wetlands W11, W13,
W15-W18, and W27 are included within the Pine Flat community. Descriptions of the
natural communities at each wetland site are presented below. Wetland classification
and quality rating scores are presented in Table F-1. USACE we delineation forms
and NC DEM wetland rating forms are included in Appendix F.
Table F-1. Jurisdictional characteristics of wetland impacts within the Right of
Way.
Map
ID
Figure Field
Data
Form Area
Impacted
(Acres)
Cowardin
Classification
Hydrologic
Classification DWQ
Wetland
Rating
W1 3-1 AA01 0.13 PSS1J Riverine 32
W3 3-1 ZAB28 0.05 PF01 B Riverine 67
W8 3-2 JAB18 0.84 PF01/4B Non-riverine 35
W9 3-2 DOG23 1.30 PF01/46 Non-riverine 39
Wit 3-2 JAA13 0.34 PF01/413 Non-riverine 39
W13 3-2 TAE08 0.11 PF01J Riverine 55
W14 3-3 WS-16 0.56 PF016 Riverine 96
W15 3-3 NA 2.10 PF01/4B Non-riverine 38
W16 3-4 NA 0.09 PSS1J Riverine 32
W17 3-4 NA 0.07 PSS1J Riverine 32
W18 34 NA 1.14 PF01/4B Non-riverine 17
W27 3-5 NA 2.29 PF01/4B Non-riverine 46
W28 3-7 NA 0.06 PF01/4B Non-riverine 25
W30 3-8 NA 0.02 PSS1J Riverine 32
'includes 0.2 acres of temporary impact
2includes 0.12 acres of temporary impact
N. C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application '
Coastal Plain Small Stream Swamp (Blackwater Subtype)
Schafale and Weakely's Classification of Natural Communities of North Carolina
describes this plant community as occurring along the floodplains of lower-order coastal
plain blackwater streams such as Briery Run and UT's to the Neuse River. They are
underlain by mineral soils that formed in alluvial parent material. Representative canopy
species include bald cypress, swamp tupelo, and various bottomland hardwood species
such as swamp chestnut oak, overcup oak, laurel oak, sycamore, river birch, and red
maple. Understory species include ironwood, water ash, and American holly. The shrub
stratum is typically sparse and consists of younger canopy species.
Nonriverine Wet Hardwood Forest
Schafale and Weakley describe this plant community as occupying poorly drained
interstream divides, and commonly develop over fine-textured mineral soils. This
community often occurs on the margins of large peatlands on flats that are not flooded
by streams. The canopy is dominated by many hardwood species characteristic of
bottomland hardwood forests, including swamp chestnut oak, laurel oak, cherrybark oak,
yellow poplar, and sweetgum. The understory includes species such as ironwood, red
maple, American holly, and pawpaw. The shrub stratum is typically sparse, but may
include species such as swamp bay, highbush blueberry, dog-hobble, wax myrtle,
pepperbush, and spicebush. Vines such as poison ivy, trumpet creeper, and cross-vine
may be common. The herb layer commonly contains sedge, lizard's tail, false-nettle,
Japanese grass, and netted chain-fern.
Coastal Plain Bottomland Hardwoods (Blackwater Subtype)
Schafale and Weakley describe this plant community as occupying the higher elevation
areas of floodplains and terraces adjacent to higher-order coastal plain streams. They
are underlain by mineral soils that formed in alluvial parent material. Canopy species
include laurel oak, willow oak, overcup oak, water oak, sweetgum, red maple, and
loblolly pine. Understory species include red maple, Swamp bay, sweetbay, and
American holly. The shrub stratum is sparse to absent. Vine species, such as poison
ivy, Japanese honeysuckle, multiflora rose, and greenbrier can be abundant, especially
in canopy gaps. The herb layer is generally sparse and may include flatsedge and false-
nettle.
Mesic Mixed Hardwood Forest (Coastal Plain Subtype)
Schafale and Weakley describe this plant community as occurring on well-drained
uplands underlain by mineral soils. Mesic Mixed Hardwood Forest is one of the few
upland natural communities observed within the PSA. Characteristic tree species
include American beech, yellow poplar, white oak, northern red oak, southern red oak,
and sweetgum. Understory species may include flowering dogwood, American holly,
hop hornbeam, Chinese privet, red maple, and swamp bay. The shrub layer ranges
from sparse to dense, and includes species such as horse sugar, witch hazel,
pepperbush, and buckeye. Herb species include Christmas fern, partridge berry, and
sedge.
Pine flat
This terrestrial community is not described in the Classification of Natural Communities
of North Carolina. It is an early-successional version of natural communities, including
Nonriverine Swamp Forest and Nonriverine Wet Hardwood Forest. These communities
I N. C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
are dominated by pine trees (including loblolly, longleaf, and pond) and often contain
subcanopies and understory layers of hardwoods. They are generally located on
mineral or loamy mineral soils. Many pine flats consist of managed pine plantations, and
all have undergone regular logging rotations for
many years. Hydrology ranges from intermittent to semi-permanent flooding and
sources include rainwater, high water tables, and/or stream overflow. Managed lands
have sometimes been augmented with fill. Plant species present in pine flats are
common to the more-mature communities in the project study area, with an enhanced
component of opportunistic, early-successional species (such as sweetgum, red maple,
tulip poplar, and loblolly pine). Vine and herb species are also influenced by
opportunistic or weedy species, with many colonizing the edges of the forest from
9 nearby maintained land or agricultural land. These may include Japanese honeysuckle,
common greenbrier, wild onion, broomsedge, and thistle.
Disturbed/Maintained Land
This terrestrial community is not described in the Classification of Natural Communities
of North Carolina. This community includes roadside shoulders, agricultural fields,
woodland edges, utility line corridors, NCGTP utilities and infrastructure, and
residential/commercial lots.
Along roadside shoulders, agricultural land margins, utility line corridors, and
residential/commercial lots grasses and herbs dominate the vegetation. Representative
species include Carolina cranesbill, clover, wild onion, dog fennel, dandelion, aster, and
fescue.
Along woodland edges and utility line corridors the sapling and shrub layers consist of
individuals of red maple, eastern red cedar, sycamore, black willow, tag alder,
blackberry, Chinese privet, and multiflora rose. Vines are limited to Japanese
honeysuckle and trumpet creeper. Representative herbs include Carolina cranesbill,
Brazilian vervain, dog fennel, dandelion, pokeweed, and fescue.
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application 1
Attachment F 1
Block 22: Surface Areas of Wetlands or Other Areas Filled
Stream Impacts
The proposed corridor for the NCGTP Rail Spur is located within the Neuse River Basin
in USGS Hydrologic Unit 03020202, NCDWQ subbasin 03-04-05. Briery Run is the only
named stream within the project area.
A total of 394 linear feet of stream channel will be impacted by the proposed alignment
for the railroad. As shown in Table F-2, these impacts occur at 2 separate locations
along the 5.66 mile corridor. Table F-2 also summarizes the jurisdictional characteristics
and water quality designation of each stream. The physical characteristics of each
jurisdictional stream are detailed in Table F-3. USACE and NCDWQ stream delineation
forms are included in Appendix F-1. All jurisdictional streams impacted by the proposed
railroad alignment have been designated as Warm water streams for the purposes of
stream mitigation.
Table F-2. Jurisdictional streams within the Riaht of Way.
Stream
Map; Figure Field Impact DWQ Best Usa
gee
Name°j
ID Data Length Index,.
ClassificatiodA
Form (ft) Number
UT to
Neuse S2b 3-1 TC13 201 27-(56) C Sw NSW
River
UT to
Briery W-16 3-4 NA 193 27-81-1 C Sw NSW
Run
Table F_3. Phvciral characteristics of streams within the Riaht of Wav.
Ma
Map .
=Figure. Bank Bankfull Water Channel
Velocity'
= Clarity5=
ID Height- ft. Width (ft.) Depth in. Substrate
S2b 3-1 5 3 8 Sand, gravel Slow Clear
W-16 3-4 5 3 8 Sand Slow Clear
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
Appendix F
Wetland and Stream Delineation/Evaluation Forms
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
W1
Project/Site: Rail Access Spur to Global TransPark Date: Jul-23-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: A. Efird - EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: AA
Is the area a potential problem area? Yes X No Plot ID: AA01
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Salix nigra S OBL 9.
2. Typha latifolia H OBL 10.
3. Cephalanthus occidentalis H OBL it.
4. Sambucus nigra H FACW- 12.
5. Impatiens capensis H FACW 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
HYDROLOGY
Primary Welland Hydrology Indicators:
Recorded Data (Describe in Remarks) Inundated
Stream, Lake or Tide Gauge X Saturated in Upper 12 Inches
Aerial Photographs Water Marks
_ Other Drift Lines
X No Recorded Data Available _ Sediment Deposits
Drainage Patterns in Wetlands
Secondarv Indicators: (2 or more required):
Field Observations: Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) Water-Stained Leaves
Depth to Free Water in Pit: <16 (in.) _ Local Soil Survey Data
Depth to Saturated Soil: <6 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Site is experiencing drought conditions
ann c
Map Unit Name (Series and Phase): Johns sandy loam
Taxonomy (Subgroup): Aquic Hapludults
Drainage Class: Moderately well drained or somewhat poorly drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-16 10YR 3/1 10YR 4/1 40% sandy loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Bottom of ditch
WL I LAIVV VG I LKIVIIINA I IVIN
Hydrophytic Vegetation Present? X Yes No
Welland Hydrology Present? X Yes No Is this Sampling Point Within a Wetland?
Hydric Soils Present? X Yes No X Yes No
I Remarks:
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
W3
Project/Site: Rail Access Spur to Global TransPark Date: Oct-8-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: Geratz - EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: ZAB
Is the area a potential problem area? Yes X No Plot ID: ZAB28
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
L Liriodendron tulipifera T FAC 9.
2. Salix nigra T OBL 10.
3. Acer rubrum T FAC 11.
4. Arundinaria gigantea S FACW 12.
5. Sambucus canadensis S FACW- 13.
6. Campsis radicans V FAC 14.
7. Impatiens capensis H FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations.
Depth of Surface Water: 0 (in.)
Depth to Free Water in Pit: 12 (in.)
Depth to Saturated Soil: 6 (in.)
I Remarks:
Primary Wetland Hydrology Indicators:
Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
_ Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required):
Oxidized Root Channels in Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
enn c
Map Unit Name (Series and Phase): Johnston soils
Taxonomy (Subgroup): Cumulic Humaquepts
Drainage Class: very poorly drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-16 10YR 3/1 sandy loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Bottom of ditch
Hydrophytic Vegetation Present? X Yes
Wetland Hydrology Present? X Yes
Hydric Soils Present? X Yes
L I LAIN V UC 1 GttlV1IlNH l I V1N
No
No Is this Sampling Point Within a Wetland?
No X Yes
No
I Remarks:
USACEAID# DWQ# Site# TCO1 S2
i
M STREAM QUALITY ASSESSMENT WORKSHEET
?j Provide the following information for the stream reach under assessment:
I? 1. Applicant's name: Global Transpark 2. Evaluator's name: A. Efird - PBS&J
3. Date of evaluation: 8/26/08 4. Time of evaluation: I p.m.
i
5. Name of stream: UT to Neuse River 6. River basin: Neuse
7. Approximate drainage area: 0.25 sa-miles 8. Stream order: 1st
9. Length of reach evaluated: 50 feet 10. County: Lenoir
11. Site coordinates (if known): 12. Subdivision name (if any):
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any): Rail Spur
15. Recent weather conditions: Average Temps, Below average ppt
16
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t:
ou
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17. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed _(I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: 5 % Residential % Commercial % Industrial 40 % Agricultural
40 % Forested 15 % Cleared / Logged _% Other (
22. Bankfull width: 5 ft. 23. Bank height (from bed to top of bank): 3 ft.
24. Channel slope down center of stream: Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Sleep (>I 0%)
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 64 Comments:
a
O Evaluator's Signature A. Efird Date 8/26/08
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
a gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26.
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STREAM QUALITY ASSESSMENT WORKSHEET
_ ,
ERI
A ECOREGION POINT RANGE C
# 11
RACT
STICSt-
CH S
ORE
- Coastal Piedmont` Mountain
Presence of flow / persistent pools in stream 0--5 ;0 - 4 0-5 3
no flow or saturation = 0; strop flow = max points)
2 Evidence of past human alteration
0'- 6
0-5
0-5
3
extensive alteration = 0; no alteration = max points)
3 Riparian
zone __
'
0
6
0 - 4 '..
0
5 : -
4
`
r`-' no buffer - O'
conu uous; wide buffer = max'
oints
'-p)
.
7
,
,
4 Evidence of nutrient or chemical discharges
0
5
0
4
0 - 4
3
extensive discharges = 0; no discharg es = max points - -
. -
5 Groundwater discharge
.
0 ° 3°
-°`0 - 4
0 4 - `
3
no discharge = 0; springs, sees wetlands etc. = max oints
Presence of adjacent floodplain
0 4
4
-0
0
2
2
6 no flood lam 0' extensive. flood lain = max points - -
!x _ Entrenchment kfloodplainaccess " 5 :Y
_ `
0
--p 0 0-4 0-2 2
. (deeply entrenched = 0' fre uent flooding = max
oints -
8 Presence of adjacent wetlands
0=6
0-4
0-2
5
no wetlands 0' large adjacent wetlands =max: points)
9 Channel sinuosity 0 5 0-4 0 3 3
extensive channelization = 0 natural meander - max oints
IO Sedimentinputr
'
0-.5
0-4
0-4
.4 "
(extensive deposition= O'little or no sediment =max points) .°
1 I Size & diversity of channel bed substrate „
NA
0 - 4
0 - 5
fine homogenous = 0' lar e; diverse sizes = max points _
12 Evidence of channel incision or widening
0 _ 5
! -. :0 4
0 - 5--
3
7{ dee I incised = 0 stable bed & banks =max points
E" Presence of major bank failures
.4 13 severe erosion = 0; no erosion, stable banks = max points) 0-5 -0-5 0-5- 3
0 14 Root depthand`densityonbanks
-,"
_
0 3
4 -
0
0 S
3
no visible roots = 0; dense roots throughout = max points) -
I5 Impact by agriculture, livestock, or timber production -
0 5 -
0-4
0-5
4
substantial imp act =0; no evidence = max points
Presence ofriffle-pool/ripple-pool:complex"
es
3 tl
16 0-5 0-6 2
no riffles/ripples les or ooIs = 0; well-developed = max oints .
F
d
17
-
Habitat complexity
0' 6
0 6
0-6
3
little orno habitat= 0; fre uent; varied habitats = max oints _
M
8 Canopy coverage: over streambed
0
--
` 0
5
0
5
5
1 no shading vegetation = 0' continuous canopy = max points) - -
19 Substrate embeddedness
NA*
0-4, t
0-4,
---
°
(deeply embedded = 0; -loose structure = max
" Presence of stream invertebrates (see page 4) -
20 0 4 - 0-5 0-5 2
no evidence = 0; common numerous types = max points)
'
j 21 - Presence of amphibians
° 0 -4 0 = 4 '-
074 2
0 no evidence = 0; common, numerous
types = max points)
O
22 :. ..
- - Presence offish
0-4
-
0-4
-
0-4
2
no evidence - 0' common .numerous types =max_ omts
-Evidence afwildlife`use
6
0 5
0
5
3
23 0 -
no evidence = 0; abundant evidence= max points)
Total Points Passible 100 100 100
TOTAL SCORE (also enter on first page) 64
* These characteristics are not assessed in coastal streams.
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North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
Date: 8/26/08 Project: Rail Access Spur (NCGTP) Latitude:
Evaluator: A. Efird Site: TC13 Longitude:
Total Points: 34 other: S2b
Stream is at least intermittent County: Lenoir
if>- 19 or perennial if? 30 e.g. Quad Name:.
A. Geomorphology (Subtotal = 14) Absent Weak Moderate Strong
V. Continuous bed and bank ? 0 ? 1 ® 2 ? 3
2. Sinuosity ? 0 ? 1 ® 2 ? 3
3. In-channel structure: riffle-pool sequence ? 0 ® 1 ? 2 ? 3
4. Soil texture or stream substrate sorting ? 0 ? 1 ® 2 ? 3
5. Active/relic floodplain ? 0 ? 1 ® 2 ? 3
6. Depositional bars or benches ? 0 ® 1 ? 2 ? 3
7. Braided channel ® 0 ? 1 ? 2 ? 3
8. Recent alluvial deposits ? 0 ® 1 ? 2 ? 3
9a. Natural levees ® 0 ? 1 ? 2 ? 3
10. Headcuts ? 0 ? 1 ® 2 ? 3
11. Grade controls ® 0 ? 0.5 ? 1 ? 1.5
12. Natural valley or drainageway ? 0 ? 0.5 ® 1 ? 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0 ®
Yes = 3 ?
Man-made ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = 9 )
14. Groundwater flow/discharge ? 0 ? 1 ? 2 ® 3
15. Water in channel and > 48 hours since rain, or
Water in channel - dry or growing season ? 0 ? 1 ? 2 ® 3
16. Leaflitter ? 1.5 ® 1 ? 0.5 ? 0
17. Sediment on plants or debris ? 0 ® 0.5 ? 1 ? 1.5
18. Organic debris lines or piles (Wrack lines) ® 0 ? 0.5 ? 1 ? 1.5
19. Hydric soils (redoximorphic features) present? No = 0 ? Yes = 1.5
C. Bioloov (Subtotal = 11 )
20 . Fibrous roots in channel ® 3 ® 2 ? 1 ? 0
21 . Rooted plants in channel ® 3 ? 2 ? 1 ? 0
22. Crayfish ? 0 ? 0.5 ® 1 ? 1.5
23. Bivalves ® 0 ? 1 ? 2 ? 3
24. Fish ® 0 ? 0.5 ? 1 ? 1.5
25. Amphibians ? 0 ? 0.5 ® 1 ? 1.5
26. Macrobenthos (note diversity and abundance) ? 0 ? 0.5 ® 1 ? 1.5
27. Filamentous algae; periphyton ®.. 0 ? 1 ? 2 ? 3
28. Iron oxidizing bacteria/fungus. ® 0 ? 0.5 ? 1 ? 1.5
29b. Wetland plants in streambed FAC = 0.5 ?; FACW = 0.75 ?; OBL = 1.5 ?; SAV = 2.0 ?;
Other= 0
Items 2U and 21 focus on the presence of upland plants, Item 2`J TOCUses on me presence of aquatic or welland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
PI point
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
W8
Project/Site: Rail Access Spur to Global TransPark Date: Sept-05-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: JWG, DJ - EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: JAB
Is the area a potential problem area? Yes X No Plot ID: JAB18
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I. Pinus taeda T FAC 9. Arundinaria gigantea S FACW
2. Quercus nigra T FAC 10. Lonicera japonica V FAC-
3. Liquidambar styraciflua T FAC+ 11. Gelsemium sempervirens V FAC
4. Symplocos tinctoria S FAC 12.
5. Persea palustris S FAC 13.
6. Liquidambar styraciflua S FAC+ 14.
7. Ilex opaca S FAC- 15.
8. Gaylussacia dumosa S FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 82
Remarks:
Recorded Data (Describe in Remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Obsen ations:
Depth of Surface Water: 0 (in.)
Depth to Free Water in Pit: >16 (in.)
Depth to Saturated Soil: >16 (in.)
Remarks:
Primary Wetland Hydrology Indicators.
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
cnn c
Map Unit Name (Series and Phase): Pocalla loamy sand
Taxonomy (Subgroup): Arenic Paleudults
Drainage Class: Somewhat excessively drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 10YR 2/1 -80% coated loamy sand
8-12 10YR 3/2 loamy sand
12-16+ 2.5Y 5/2 loamy sand
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon X High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric indicator S7 Dark Surface
WETLAND DETERMINATION
Hydrophylic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No Is this Sampling Point Within a Welland?
Hydric Soils Present? X Yes No X Yes No
I Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
I?
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W9
Project/Site: Rail Access Spur to Global TransPark Date: Sept-05-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: D. O'Loughlin - EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: DOG
Is the area a potential problem area? Yes X No Plot ID: DOG23
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I. Pinus taeda T FAC 9. Osmunda cinnamomea H FACW+
2. Liquidambar styraciflua T FAC+ 10.
3. Quercus nigra T FAC IL
4. Arundinaria gigantea S FACW 12.
5. Vaccinium corymbosum S FACW 13.
6. Persia palustris S FAC 14.
7. Smilax rotundifolia V FAC 15.
8. Clethra alnifolia S FACW 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
Recorded Data (Describe in Remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 0 (in.)
Depth to Free Water in Pit: >16 (in.)
Depth to Saturated Soil: >16 (in.)
J Remarks:
Primary Wetland Hydrology Indicators:
Inundated
Saturated in Upper 12 Inches -
Water Marks
Drift Lines
_ Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
soil's
Map Unit Name (Series and Phase): Stallings loamy sand
Taxonomy (Subgroup): Aeric Paleaquults
Drainage Class: somewhat poorly drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 A 10YR 3/1 70% coated sand
8-12 131 10YR 3/2 loamy sand
12-16+ B2 2.5Y 5/2 loamy sand
Hydric Soil Indicators:
Histosol Concretions
_
Histic Epipedon X High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric indicator S7 Dark Surface
WEILAIVU
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No
Hydric Soils Present? X Yes No
1V A I IUN
Is this Sampling Point Within a Welland?
X Yes No
Remarks:
:1
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Will
Project/Site: Rail Access Spur to Global TransPark Date: Sept-05-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: Jens Geratz, David Jones - EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: KAA
Is the area a potential problem area? Yes X No Plot ID: _ KAA35
VF(:FTATI(1N
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I. Pinus taeda T FAC 9. Clethra alnifolia S FACW
2. Quercus nigra T FAC 10. Vaccinium corymbosum S FACW
3. Liquidambar styraciflua T FAC+ 11. Persea palustris S FAC
4. Magnolia virginiana T FACW+ 12. Symplocos tinctoria S FAC
5. Nyssa biflora T OBL 13. Vitis rotundifolia V FAC
6. Pinus taeda T FAC 14. Smilax rotundifolia V FAC
7. Arundinaria gigantea S FACW 15.
8. Gaylussacia dumosa S FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 0 (in.)
Depth to Free Water in Pit: >16 (in.)
Depth to Saturated Soil: >16 (in.)
Remarks:
Primary Wetland Hydrology Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
_ Sediment Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
'9011 AS
Map Unit Name (Series and Phase): Woodington loamy sand
Taxonomy (Subgroup): Typic Paleaquults
Drainage Class: poorly drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
inches Horizon (Munsell Moist) (Mansell Moist) Abundance/Contrast Structure, etc.
0-6 2.5Y 2.5/1 >70% coated loamy sand
6-16 10YR 3/2 loamy sand
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon X High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric indicator S7 Dark Surface
WETLAND DETERMINATION
Hydrophytic Vegetation Present? X Yes No
Welland Hydrology Present? X Yes No Is this Sampling Point Within a Wetland?
Hydric Soils Present? X Yes - No X Yes - No
Remarks:
I,
0
0
0
0
0
0
0
0
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
W13
Project/Site: Rail Access Spur to Global TransPark Date: Aug-19-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: D. Jones - EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: TAE
Is the area a potential problem area? Yes X No Plot ID: TAE08
VF(:FTATIl1N
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Nyssa aquatica T OBL 9.
2. Liquidambar styraciflua T FAC+ 10.
3. Persea borbonia T FACW 11.
4. Arundinaria gigantea S FACW 12.
5. Acer rubrurn S FAC 13.
6. Vaccinium corymbosum S FACW 14.
7. Vitis rotundifolia. V FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-) 100
Remarks:
Primary Wettand Hydrology Indicators:
Recorded Data (Describe in Remarks) Inundated
Stream, Lake or Tide Gauge Saturated in Upper 12 Inches
Aerial Photographs X Water Marks
Other - Drift Lines
X No Recorded Data Available Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required):
Field Observations. Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) X Water-Stained Leaves
Depth to Free Water in Pit: >16 (in.) Local Soil Survey Data
Depth to Saturated Soil: >16 (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks: Site is experiencing drought conditions
,q011"';
Map Unit Name (Series and Phase): Pactolus loamy sand
Taxonomy (Subgroup): Aquic Quartzipsamments
Drainage Class: Somewhat poorly drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 2.5Y 2.5/1 mucky loam
8-16+ 10YR 6/1 loamy sand
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
Hydrophytic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No Is this Sampling Point Within a Wetland?
Hydric Soils Present? X Yes No X Yes No
I Remarks:
DATA FORM W14
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
0
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Project/Site: Rail Access Spur to Global TransPark Date: Aug-20-08
Applicant/Owner: NCDOT Rail Division County: Lenoir
Investigator: J. Wright- EcoScience State: NC
Do Normal Circumstances Exist on the Site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical)? Yes X No Transect ID: WS
Is the area a potential problem area? Yes X No Plot ID: WS16
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum T FAC 9. Scirpus cyperinus H OBL
2. Liriodendron tulipifera T FAC to. Echinochloa crusgalli H FACW-
3. Arundinaria gigantea S FACW 11,
4. Acer rubrum S FAC 12.
5. Liriodendron tulipifera S FAC 13.
6. Cephalanthus occidentalis S OBL 14.
7. Impatiens capensis H FACW 15.
8. Polygonum sagittatum H OBL 16.
Percent of Dominant Species that are OBL, FACW or FAC ( excluding FAC-) 100
Remarks:
Recorded Data (Describe in Remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: 0-6 (in.)
Depth to Free Water in Pit: 10 (in.)
Depth to Saturated Soil: 8 (in.)
Remarks: Localized inundation
Primary Welland Hydrology Indicators:
x Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
_ Sediment Deposits
x Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
x FAC-Neutral Test
Other (Explain in Remarks)
sn11 c
Map Unit Name (Series and Phase): Bibb soils, frequently flooded
Taxonomy (Subgroup): Typic Fluvaquents
Drainage Class: Poorly drained
Field Observations Confirm Mapped Type: Yes X No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture. Concretions
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-3 10YR 3/1 sandy loam
3-6 10YR 5/2 loamy sand
6-10 10YR 3/1 10YR 5/2 50% sandy Loam
10-16+ 10YR 3/1 10YR 3/3 15% sandy Loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WLl LA040 VLI LKIVII1VAllV1\
Hydrophy'ic Vegetation Present? X Yes No
Wetland Hydrology Present? X Yes No Is this Sampling Point Within a Wetland?
Hydric Soils Present? X Yes No X Yes No
I Remarks:
I North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
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Date: Aug. 27, 2008 Project: Rail Access Spur to Global TransPark Latitude:
Evaluator: Efird - EcoScience Site: WV09 Longitude:
Total Points: 30.5 Other: S10
Stream is at least intermittent County: Lenoir
if? 19 or perennial if 2 30 e.g. Quad Name:
A. Geomorphology (Subtotal = 11.5) Absent Weak Moderate Strong
1a. Continuous bed and bank ? 0 ? 1 ? 2 E 3
2. Sinuosity ? 0 ? 1 E 2 ? 3
3. In-channel structure: riffle-pool sequence ? 0 ? 1 E 2 ? 3
4. Soil texture or stream substrate sorting ? 0 E 1 ? 2 ? 3
5. Active/relic floodplain ? 0 E 1 ? 2 ? 3
6. Depositional bars or benches ? 0 E 1 ? 2 ? 3
7. Braided channel E 0 ? 1 ? 2 ? 3
8. Recent alluvial deposits ? 0 E 1 ? 2 ? 3
9a. Natural levees E 0 ? 1 ? 2 ? 3
10. Headcuts E 0 ? 1 ? 2 ? 3
11. Grade controls E 0 ? 0.5 ? 1 ? 1.5
12. Natural valley or drainageway ? 0 E 0.5 ? 1 ? 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0 E
Yes = 3 ?
Man-made ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = 10)
14. Groundwater flow/discharge ? 0 ? 1 E 2 ? 3
15. Water in channel and > 48 hours since rain, or
Water in channel - dry or growing season El 0 E) 1 E) 2 E 3
16. Leaflitter E 1.5 ? 1 ? 0.5 ? 0
17. Sediment on plants or debris ? 0 ? 0.5 E 1 ? 1.5
18. Organic debris lines or piles (Wrack lines) ? 0 ? 0.5 E 1 ? 1.5
19. Hydric soils (redoximorphic features) present? No = 0 ? Yes = 1.5 E
C. Bioloov (Subtotal = 9)
20 . Fibrous roots in channel E 3 ? 2 ? 1 ? 0
21'. Rooted plants in channel E 3 ? 2 E 1 ? 0
22. Crayfish E 0 ? 0.5 ? 1 ? 1.5
23. Bivalves E 0 ? 1 ? 2 ? 3
24. Fish E 0 ? 0.5 ? 1 ? 1.5
25. Amphibians ? 0 ? 0.5 E 1 ? 1.5
26. Macrobenthos (note diversity and abundance) ? 0 ? 0.5 E 1 ? 1.5
27. Filamentous algae; periphyton E 0 ? 1 ? 2 ? 3
28. Iron oxidizing bacteria/fungus. E 0 ? 0.5 ? 1 ? 1.5
29b. Wetland plants in streambed FAC = 0.5 E; FACW = 0.75 ?; OBL = 1.5 ?; SAV = 2.0 ?;
Other= 0 E
" Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
Benthics: Aquatic beetles, scuds, fly larvae
1
I I USACE AID# DWQ # Site # WV09 S10
t STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Global Transpark 2. Evaluator's name: J. Wright- PBS&J
3. Date of evaluation: 8/20/08 4. Time of evaluation: 10:00 a.m.
5. Name of stream: Briery Run 6. River basin: Neuse
7. Approximate drainage area: 1700 acres 8. Stream order: 3rd
9. Length of reach evaluated: 100 feet 10. County: Lenoir
11. Site coordinates (if known): 35.306114 -77.629677 12. Subdivision name (if any):
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):-
North of Robinwood Drive
14. Proposed channel work (if any):
15. Recent weather conditions: Average Temps. Below average ppt
16. Site conditions at time of visit: Cloudy
17. Identify any special waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters -Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: 20% Residential % Commercial % Industrial 50% Agricultural
30% Forested _% Cleared / Logged _% Other ( )
22. Bankfull width: 8 ft. 23. Bank height (from bed to top of bank): 3 ft.
24. Channel slope down center of stream: Flat (0 to 2%) Gentle (2 to 4%) Moderate (4 to 10%) Sleep (>I 0%)
25. Channel sinuosity: Straight Occasional bends Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 77 Comments:
f?
Evaluator's Signature J. Wright Date 8/20/08
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
I
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26. '
1
1
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STREAM QUALITY ASSESSMENT WORKSHEET
`'ECOR- GION POINTRANGE '
E
4 ORE--
# 0
CT
WSTICS -
' SC
Coastal ?Piedmont Niountain `
l Presence of flow / persistent pools in stream
0-5
0-4
°:
0=5
4
no flow or:saturation = 0; strop flow = max Points) -
2 Evidence of past human alteration
0-6
%7-,, 0
0-5
4
extensive alteration = 0' no. alteration = max points) -
o` Riparian zone
°
0 6
0-4
0 '5.
5
no buffer 0; Conti uous wide buffer= max points)
4 Evidence of nutrient or chemical discharges
g
0-5
_ 0-4
0= 4°
4
extensive discharges = 0; no dischar
es = max points) -
5 Groundwater discharge
0-3
0-4
O' 4
3
d no discharge 0; springs, seeps, wetlands, etc. = max points) "
6 Presence of adjacent floodplain
0-4
0 4
0-2
4
no flood lain - 0 extensive-flood lain =max omts Su v
- Entrenchment / floodplain access
'
p, 7 0- 5 0-4 0,- 2. 5
(deeply entrenched = 0• frequent flooding = max points)
8 Presence of adjacent wetlands
j 0- 6 0- 4 0- 2 6
no wetlands = 0; large ad
acent wetlands = max points)
9° Channel sinuosity 0 5 0-4 0-3 3
extensive channelization = 0; natural meander - max points)
10 Sediment input. °
.
.
0-5,
0-4
0-4
4
=0' little or no sediment= max, oints
extensive de osttion
1 I Size & diversity of channel bed substrate
NA
0-4
0 = 5 '
fine homogenous = 0 large, diverse sizes = max points)
12 Evidence of channel incision or widening 0 - 5 0-4 0 -5 5
(deeply incised 0' stable bed & banks= max points)
Presence of major bank Failures
'
'
13
stable banks = max omts :'
severe erosion - 0; no erosion 0-5 0_5 0
5 5
,
14 Root depth and densitybn_banks
0 - 3
0 = 4
0.- 5
3
no visible roots 0; dense roots throughout = max points}
Impact by agriculture, livestock, or timber production-
5
0 -
0-4
0
5
4
IS substantial impact =0; no evidence = max points) - -
16 Presence ofriffle-pool/ripple-pool complexes
0 3
.0-5
0' b
0
, no riffles/ri les or: ools = 0' well-developed = max. points) y
Q Habitat complexity-
''
==
6
6?
3
17
.:
`
-0 6
0
E" little or no habitat
0 frequent, varied habitats = max. oints
Canopy coverage over streambed
-
3
18
' 0 5 0 - 5 0
5
x continuous canopy = max points) •
no shading vegetation = 0 _•
19 Substrate embeddedness NA* 0 - 4 0-4
---
(deeply embedded = 0; loose. structure = max - ., - .-
20 ° Presence of stream. invertebrate_ s (see page 4)
4 '
0 - 5
0 ¢
2
? ...
no evidence - O common, numerous es = max points .
. . ... - ,..
°
(
y 21 Presence of amphibians 0-4
0-4 •
0`-4
4
O no evidence O:common numerous types =max points)
O
22 "- - Presence of fish
0-4 °
0-4
0-4
2
m no evidence - O; coinmon numerous types = max points)
23 Evidence of wildlife use
no evidence. 0; abundant evidence max points)
Total-Points Possible 100 100 „ 100
TOTAL SCORE (also enter on first page) 77
* These characteristics are not assessed in coastal streams.
N. C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
a ATTACHMENT G
BLOCK 24: ADRESSES OF ADJOINING PROPERTY OWNERS
1. Mailing Labels
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N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
2. Summary and Description of Riparian Buffer Impacts
Neuse River Basin - Protection and Maintenance of Existing Riparian Buffers
Streamside riparian zones within the proposed corridor are protected under provisions of
15A NCAC 02B .0233 administered by NCDWQ. Streams and buffers within the
proposed corridor were identified, including streams within the NCGTP permit boundary
that were originally delineated as wetlands, but are subject to the Neuse River Basin
Buffer Rules by NCDWQ (Wainwright, NCDWQ letter, 12/8/08). The NCDWQ buffered
streams are shown on Figures 4 - 11 (overlapping the Section 404 jurisdictional
wetlands). Table 2.1 lists the streams that are subject to buffer rule protection and will
be impacted by the proposed rail spur. A total of 36,002 square feet of riparian buffer will
be permanently impacted at 3 separate locations (Figure 3, Permit drawings B-01A, B-
01B, B-02A, B-02B, B-03A, and B-03B). The buffer impacts are directly associated with
the construction of the rail road and are therefore 'allowable' or 'allowable with mitigation'
(15A NCAC 02B .0233(6). The impacts at Site 6 (Stream S-2b) exceed 0.33 acres
therefore require mitigation that will be provided through riparian buffer restoration that
has been performed at the Stonyton Creek Conservation Area.
Table 2.1: Impacts to Buffered Streams within the Right of Way
Site::.. Stream Map' _
" , . Zone 1 r Zone 2 Total
-
V",
Name
ID Figure
'-
sq ft)
sq ft) ,
sq ft)`:
UT to Briery S-2b 3-1 11
230 622
6 17'852
6 Run , ,
11 Brie Run S-10 3-3 2,677 2,838 5,515
UT to Briery W-16 3-4 7,853 4,782 12,635
13 Run
Total 21,760 14,242 36,002
Table 2.2: Reason for Riparian Buffer Impacts and Mitigation Requirements
Site Stream ° ' .
Reason foam act: Mitigation
..
# ... Name Re uired : <
UT to Rail spur bed and installation of 2 - U X U X 135' Y
6 Briery Run RCBC; angle of crossing, elevation and slopes
revented further minimization of impacts
11 Briery Run 250' X 50' bridge that spans surface waters of N
Brie Run;
Rail spur bed and installation of 2-12'X 9'X 79' N
13 UT to RCBC
Briery Run
N. C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
Justification for riparian buffer impacts at Site #6.
At site 6, the profile of the railroad is 20 feet above the stream bed when crossing the
Neuse River Tributary and its associated buffer. The 2:1 slopes from the edge of
subballast to existing ground push the limits of construction to an approximately 90 foot
footprint (measured perpendicular to the track). Since the alignment is crossing the
tributary stream at a 40 degree angle, this causes a permanent impact of 135' along the
length of the stream (the length of the culvert).
0 N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
Appendix 2
NCDWQ Buffer Certification Letter
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I 1650 Mail Service Center, Raleigh, North Carolina 27699-1650
?DF y1`1ATF9Q Michael F. Easley, Governor
`0 (r William G. Ross Jr., Secretary
CO r North Carolina fhparlment of Environmcm and Natural Resources
J
O .? Coleco H. Sullins; Director
Division of Water Quality'
December 8, 2008
Mr. Jens Geratz
EcoScience
1101 l lavnes Street
Suite 101
Raleigh, NC 27604
Subject: NCDOT TIP # U-2928, Rail Connection to the Global'I' ansPark, Lenoir County
On-Site Determination for Applicability to the Neuse Buffer Rules (15A NCAC 2B .0233)
On-Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .05061hi)
Dear Mr. Geratz:
On September 3, 2008, at your request and in your attendance, David Wainwright, Division of Water Quality (DWQ)
staff, conducted an on-site determination to review drainage features located within the Global TmnSPark rail connector
project area for applicability to the Neuse River buffer Rules and for applicability to the mitigation rules (I 5A NCAC 214
.0506[h]). The drainage features are approximated on the attached map initialed and dated December 8, 2008. Stream
features located within the project area are summarized below:
Feature ID Feature Description Visited Stream Type Subject
Buffer Rule
BL26/S33 Agricultural drainage ditch Yes Ephemeral No
BL25/S32 Retween JX01 and JX07 Yes Perennial Yes
BI-25/S32 Area above JX01 Yes Ephemeral No
S34 Drainage ditch Yes Ephemeral No
BL24/S31 Agricultural drainage ditch Yes Ephemeral No
BL21/S35 Agricultural drainage ditch No Ephemeral No
BL23/S30 Agricultural draina re ditch Yes Ephemeral No
BL21/S29 Agricultural drainage ditch -No Ephemeral No
BL20/S28 A rricultural drainage ditch No Ephemeral No
BL18/S25 Stream Yes Peremhial/Intermittent/E hemeral YesMo
BL19/S27 Stream Yes Perennial Yes
S26 Stream Yes Perennial/Intermittent Yes
S24 No feature found No N/A No
BL17/S23 Ta ylors Branch No Ephemeral No
131,16 Drainage ditch No Ephemeral No
BL15 Stream and pond No Intermittent Yes'
BL14/S22 UT to Brie Run No Intermittent Yes
B1.13/S19/S22 Brier), Ran No Perennial Yes
S20 Drainage ditch No Ephemeral I No
S21 Drainage ditch No Ephemeral No
BL]2/S 18 Drainage ditch No Ephemeral No
-----S]4 Drainage ditch No Ephemeral No
1\po%Carolina
Transportation Permitting Unit J?l1/1!!21/elf
2321 CrabUee Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919-73317661 FAX 919-733.66931 Internet hapWh2o.entstate.nc.uslnmetlands
An Equal OpporamitylAtfimunive Action Employer - 50% Recyded110% Post Consumer Paper
m
m
BLIO/S12 Stream No Perennial Yes
S17 No feature found No N/A No
S16 Drainage ditch No Ephemeral No
BLII/S13 Stream No Intermittent Yes
sit Stream Yes Ephemeral No
BI-5/S7 Stream No Ephemeral No**
BL4/S6 No feature No N/A No
BL2 Stream No Ephemeral No
S3 No feature found No N/A No
BL3/S5 Drainage Ditch No Ephemeral No
S4 Drainage Ditch No Ephemeral No
BL9/S 10 Drainage ditch Yes Ephemeral No**
13L8/S9 Drainage ditch No Ephemeral No
BL7 Drainage ditch No Ephemeral No
BL6/S8 Drainage ditch No Ephemeral No
BLI/S1 Ston gton Creek No Perennial Yes
S2 Drainage Ditch No Ephemeral No
* per 15A NCAC 2B.0233. the pond is also subject
**'I'his feature was previously assessed for applicability in September 2001 or February 2002
Features BL26/S33, S34, BL24/S31, BL16, S20, S21, BL12/S18, S14, BL4/S6, BL3/S5. S4, BL9/S 10, BL8/S9, BL7. S2
S16, BL20/S28, BL21/S29, BL22/S35and BL6/S8 were determined to be drainage ditches or a similar feature, and are
therefore not subject to the Neuse River Buffer Rules. No discernable feature was found to represent features, S24, S 17.
S6/BL4, or S3 and therefore they are not subject to the Neuse River Buffer Rules. Feature BL 15 consists of a stream and
a pond: both features are subject. Features BL23/S30, BI.I7/S23, S 11, BL5/S7. and BL2 are ephemeral streams and are
not subject. Features BL19/S27, BL14/S22, BL13/S19, S26, BLI/SI, BL] 1/S13 and BLIO/SI2 are perennial or
intermittent features which are subject to the rules. Segments of Feature BL18/S25 flagged by EcoScience as perennial
and intermittent are subject. Feature BL25/S32 is perennial between points identified by EcoScience as JXO1 and JX07
and is subject. The area below JX07 was determined to be a linear wetland by the USACE.
j Please note that other sites identified in the jurisdiction verification request package but not reviewed on site
by DWQ will be considered accurate as presented.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does not approve any activity
within the buffer, Waters ofthe United States, or Waters of the State. Any impacts to wetlands, streams and buffers must
comply with the Neuse River Buffer Rules, 404/401 regulations, water supply regulations (15A NCAC 2B .0216), and
any other required federal, state and local regulations. Please be aware that even if no direct impacts are proposed to the
protected buffers, sheet flow of all new stormwater runoff as per 15A NCAC 2B .0250 is required.
C
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"rhe owner (or future owners) or permittee should notify the DWQ (and other relevant agencies) of this decision in any
future correspondences concerning this property and/or project. This on-site determination shall expire five (5) years
from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a
surface water exists and that it is subject to the mitigation rules may request a determination by the Director. A request
for a determination by the Director shall be referred to the Director in writing c/o Brian Wrenn, DWQ Wetlands/401
Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that dispute a determination by the DWQ or
Delegated Local Authority that "exempts" a surface water from the mitigation rules may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day
statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third party appeals
are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North
I
Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center. Raleigh, N.C. 27699-
6714. This determination is final and binding unless you ask for a hearing within 60 days.
If you have any additional questions or require additional information please call David Wainwright at (919) 715-3415 or
e-mail at david.wainwright@ncntail.net.
Sincerely,
A ?z4.&?
David Wainwright
Attachments: Features Map
cc: William Wescott, US Army Corps of Engineers, Washington Regulatory Field Office
Garcy Ward, DWQ Washington Regional Office File Copy
DWQ Wetlands 401 Transportation Unit File Copy
I N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
U 3. Avoidance and Minimization
3.1. Description of measures taken to avoid or minimize impacts during project
design.
a Alternatives Analysis
A comprehensive alternatives analysis was conducted to select a route for the railroad
spur that would minimize impacts to the human and natural environment. A detailed
discussion of the alternatives analysis can be found in Section 2 of the Environmental
Assessment for this project.
The results of the alternatives analysis are summarized below.. Alternative G avoids and
minimizes impacts to the human and natural environment to the maximum extent
practicable while satisfying the project purpose and need.
No-Build Alternative - The No-Build Alternative does not meet the purpose and need
of providing rail access to the GTP as it would forego any railroad improvements to
I connect the GTP to the existing NCRR Mainline within the project study area
Conceptual Alternatives (Western, Central, and Eastern Corridors) - The Western
Corridor would roughly follow an extension of existing SR 2010 (C. F. Harvey Parkway)
west from US 258 to the NCRR west of Kinston. The Central Corridor runs north-south
from the NCRR line in the north portion of Kinston to the GTP. The Eastern Corridor
would extend from the GTP to the existing CSX rail line that runs along NC 11 on the
east side of Kinston. After a preliminary evaluation, the Western and Eastern Corridors
were eliminated from further study because the Central Corridor provides a shorter more
direct alignment with fewer anticipated impacts.
Preliminary Alternatives within the Central Corridor (Alternatives A- F) - Six
preliminary alternatives, designate as A through F, were developed within the Central
Corridor (Figures 12 and 13). The alignments of these alternatives were evaluated as
public comments, agency input, and natural resources data collection were obtained.
These alternatives were either eliminated or sections of each combined, in order to avoid
and minimize impacts to the extent possible. Each of these six alternatives was
therefore eliminated from consideration as the Recommended Alternative.
Recommended Alternative (Alternative G) - Following refinement of the preliminary
alternatives, Alternatives A-C were eliminated and segments of Alternatives D-F were
combined to form Alternative G (Figure 14). Because it avoids and minimizes impacts to
the extent possible while satisfying the purpose and need, Alternative G is the
Recommended Alternative. Alternative G has a southern terminus along the NCRR at a
point set as far west from the Hillcrest neighborhood as feasible without directing the
alignment towards impacting Barnet Park on its west. From the south, the alignment
heads north to Hull Road and then northwest to C.F. Harvey Parkway, enters the GTP
and terminates well south of Stonyton Creek.
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application 1
Project Design I
Avoidance and minimization of impacts to natural resources were an integral component
of project design. The following actions were taken to avoid and minimize impacts:
1. The proposed railroad spur alignment was positioned within the selected corridor
to minimize impacts to wetlands and streams (Figure 1).
2. The railroad profile was raised from Sta. 67+00 to 97+00, 120+00 to 145+00, and
159+00 to 190+00 for a grand total of 8600' (28% of total project length) to
eliminate the need to excavate a ditch through wetland areas thereby reducing
wetland impacts.
3. A 250 foot bridge will be constructed to minimize impacts to wetlands and
riparian buffers and to avoid stream impacts.
3.2. Description of measures taken to avoid or minimize impacts through
construction techniques.
All surface waters within the proposed corridor have been designated as Nutrient
Sensitive Waters; therefore, "Design Standards for Sensitive Watersheds" will be
implemented during project construction. In addition, the following actions will be taken:
1. The construction technique used for the bridge will eliminate the need for a
temporary crossing of Briery Creek and associated stream channel impacts.
2. PSRM fabric will be used extensively for bank stabilization and toe protection to
reduce the use of rip-rap.
3. All areas of temporary impact will be returned to natural grade and re-vegetated
as soon as practicable.
4. Erosion control measures will be implanted in accordance with DOT design
standards and as required by the Sedimentation and Erosion Control permit
issued for this project.
0 N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
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4. Compensatory Mitigation
4.1. Description of how proposed mitigation compensates for impacts to wetlands.
The compensatory mitigation for the 8.96 acres of permanent impact to wetlands (Table
4.1) will be debited from the NCGTP compensatory mitigation assets (Table 4.2). All
property has been acquired and protected and restoration and enhancement activities
have been completed at the three mitigation sites. Monitoring results for Dover Bay (5
years) and Stonyton Creek (3 years) indicate that success criteria are being met at each
site.
Table 4.1. Wetland impacts
Community Description' Hydrologic
Classification Acres of
Impact
Coastal Plain Bottomland Hardwood Forest Riverine 0.47
Mesic Mixed Hardwood Forest Non-Riverine 1.30
Nonriverine Wet Hardwood Forest Non-Riverine 0.84
Pine Flat Non-Riverine/Riverine 5.87/0.27
Disturbed/Maintained Land Non-Riverine/Riverine 0.10/0.11
Total Non-Riverine/Riverine 8.11/0.85
Schatale and Weakely's Glassiticatlon of Natural Gommunlties Or Norm carouna
Table 4.2. NCGTP Comoensatorv Mitiaation Assets
Mitigation Lands Acres/Feet Type R/E/P
Stonyton Creek Conservation Area 15 Riverine Wetland R
X46 'Riverine Wetland E
145 Riparian Buffer R
2;906 Stream R
Subtotal 366/2,906
Dover Bay 788 Non- Riverine / Carolina Bay R
578 E
1,785 P
Subtotal . 3,151
Frog Hollow 1,100 Riverine/Bottomland Hardwood P
Total 7,523/2906
Linear feet
The NCGTP mitigation assets include wetland types that are consistent with the impacts
that will result from construction of the railroad spur (8.11 acres non-riverine wetlands
and 0.85 acres riverine wetlands). As noted in Table 4.2, sufficient riverine and non-
riverine wetland restoration is available to compensate for the impacts and will provide
similar wetland functions as the wetlands that will be permanently impacted through
construction of the railroad spur.
The NCGTP is proposing to debit 8.96 acres from the allotted 871 acres of impact
authorized by the Section 404 permit issued on October 21, 1998 (Action ID No. SAW-
I
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application 1
lq
1992-02851). Table provides an accounting of the impacts that have occurred at the
NCGTP since issuance of the Section 404 permit, including this proposed action.
4.2. Description of how proposed mitigation compensates for impacts to streams.
The compensatory mitigation for the 394 linear feet of permanent impact to streams
(Table 4.3) will be debited from the NCGTP compensatory mitigation assets (Table 4.2),
specifically the stream restoration performed at the Stonyton Creek Conservation Area.
Table 4.3. Stream impacts.
Figure Field Impact DWQ
Stream- Map Best Usage
Data Length Index
Name ID Classification°
Form ft Number.:
UT to
Neuse S2b 3-1 TC13 201 27-(56) C Sw NSW
River
UT to
Briery W-16 3-4 NA 193 27-81-1 C Sw NSW
Run
Total 394
The Stonyton Creek stream restoration project consists of 2,906 linear feet of Priority 1
stream restoration on a channelized reach of Stonyton Creek. A stable E-type channel
has been established and has successfully met monitoring requirements for three years.
Stonyton Creek is considered to be a warm water stream with a DWQ Best Usage
Classification of C Sw NSW (DWQ Index # 27-81).
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
4.3. Description of how proposed mitigation compensates for impacts to riparian
buffers.
Compensatory mitigation is required for impacts to the riparian buffer at Site #6, a UT to
Briery Run. The magnitude of the impacts at Site #6 is due to the angle of the crossing.
Compensatory mitigation for these impacts will be debited from the Stonyton Creek
Conservation Area (Table 4.2). The riparian buffer restoration at the Stonyton Creek
Conservation Area meets the requirements for riparian buffer restoration as specified in
15A NCAC 02B.0242.
Table 4.4. Riparian buffer impacts
Site ` Stream Map Zone 1 -Zone 2 . Total
# Name., : ID Figure s ft s ..ft s ft)
UT to Briery S-2b 3-1 11,230 6,622 17,852
6 Run
11 Brie Run S-10 3-3 2,677 2,838 5,515
UT to Briery W-16 3-4 7,853 4,782 12,635
13 Run
Total 21,760 14,242 36,002
The compensatory mitigation requirement for the proposed impacts is shown in Table
4-B!fffherefore a total of 43,623 square feet of riparian buffer will be debited from the
available riparian buffer mitigation at the Stonyton Creek Conservation Area.
Table 4.5. Site #6 Riparian buffer comoensatorv mitiaation reauirements
Zone Impacts Multiplier Total
1 11,230 3 33,690
2 6,622 1.5 9,933
Total 17,852 43,623
N. C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
5. Stormwater Management and Diffuse Flow Plan
a There are two locations (Figure 3 - Site 6 and 13, Permit Drawings B-01A and B-03A)
within the proposed project corridor with the potential of concentrated flow encroaching
a into the riparian buffer. As discussed below, measures have been taken to diffuse flow
prior to entering the riparian buffer to the maximum extent practicable.
Site 6
NW Quadrant - A grass swale meeting NCDOT Design criteria is provided. The
a required length based on contributing drainage area is 247' and a minimum of 250' is
provided. In addition to the grass swale, a Pre-Formed Scour Hole is provided at the
end of the grass swale to promote diffused flow into the buffer.
a NE & SW Quadrants - There is no concentrated flow from these quadrants so no
structural measures are proposed or provided. Flows from the project in these
quadrants are all overland flow.
a SE Quadrant - There is no concentrated flow from the project in this quadrant but the fill
slope forms a swale with the existing ground. To protect the road fill in this area,
Permanent Soil Reinforcement Matting (PSRM) has been placed along the toe of the fill
slope. Offsite flows along the toe of fill will be conveyed directly into the box culvert.
Site 13
NE Quadrant - A grass swale meeting NCDOT Design criteria is provided. The required
a length based on contributing drainage area is 670' and 750' is provided. In addition to
the grass swale, a Pre-Formed Scour Hole is provided at the end of the grass swale to
promote diffused flow into the buffer.
Q NW Quadrant - The minimal flows from the railroad typical cut ditch are discharged into
a natural swale left of Station 197+50 and are gradually diffused overland. Due to
minimal "Q", computations were not provided.
SW Quadrant - The grass swale provided meets velocity criteria but does not meet
length criteria due to off-site flow. The required length of grass swale is 709' but only
515' is provided. To meet the 2.Ofps velocity criteria, permanent check dams are
installed in the 4' Base Lateral Ditch to reduce the effective slope. In addition to the
grass swale, a Pre-Formed Scour Hole is-provided at the end of the grass swale to
promote diffused flow into the buffer.
SE Quadrant - The required length of grassed swale based on contributing drainage
area of 12.33 acres is 1,233 feet. Due to the presence of Shackelford Road to the
southwest the maximum length of grassed swale that can be provided at this location is
(587 feet). The placement of permanent check dams was evaluated and did not
produce acceptable results so they were not proposed for installation. Also, the use of a
Pre-Formed Scour Hole is not practicable. Since diffused flow through the buffer could
not be achieved by practical means, flows from the grass swale are discharged directly
into the reinforced concrete box culvert via a 30" RCP.
N. C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
6. Environmental Documentation
8 6.1. Environmental Assessment - December 2008
Global TransPark Rail Access
Kinston, NC Lenoir County
TIP # U-2928
FONSI - Submitted to FHWA, June 2009
a 6.2 Cumulative Impacts
Indirect and Cumulative Effects - As described in the Environmental Assess,emt, the
1997 Environmental Impact Statement for the GTP addressed indirect and cumulative
effects (ICEs) for a large area, inclusive of the study area for this project. The 1997 EIS
anticipated ICEs based on several factors including the provision of a rail spur into the
GTP. The rail spur concept in the 1997 EIS was consistent with the alignment and
location of the Preferred Alternative for the railroad spur.
In addition, with the exception of existing road crossings, this project will be a controlled
access facility and will not be crossed by private driveways. Any new roadway crossings
of the rail spur would require application to, and approval by, the NCDOT Control of
Access Committee. Likewise, railway connection to this rail spur would be controlled by
NCDOT. It is predicted that the access control and associated approval procedure will
minimize (but cannot completely prevent) potential for development adjacent to the rail
spur outside of the GTP. Additionally, the investment by the State and local
governments in the Global TransPark indicate a strong preference for future industrial
development within the designated permit area of the GTP.
6.3. Endangered Species and Designated Critical Habitat
Protected Species
Protected species listed for Lenoir County as of April 8 2009
Scientific Name
Common Name 1
Habitat
Present
Biological
Conclusion
Picoides borealis Red cockaded
*
Yes
No Effect
woodpecker
Aeschynomene vir inica Sensitive jointvetclt* No No Effect
Haliaeetus Bald eagle No - - -
leucocephalus
nsiunc record tine species was last observed in the county more than 50 years ago)
Red-Cockaded Woodpecker (Endangered)
Surveys for RCW were performed on January 8-9 and 13-16, 2009 by Jens Geratz,
David Jones, Elizabeth Scherrer, and Matt Thomas of EcoScience-PBS&J. A study
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application 1
envelope for RCW investigations consisted of the project study area plus a 0.5-mile
buffer. Approximately 2010 acres of potential habitat were identified by locating pine
stands on aerial photographs and visiting them in the field. In the field, select trees were
dated by increment borer to determine the stands' suitability for foraging or nesting
habitat. Stands that contained over 50% pines, the majority of which were at least 30
years old, were targeted for detailed surveys. An open to moderately dense hardwood
understory and subcanopy was an additional survey requirement. Surveys consisted of
walking systematic, overlapping transects to cover all suitable habitat. No RCWs,
nesting cavities, inactive cavities, or starts were found within the survey area.
According to NC Natural Heritage Program records, the nearest recorded occurrence of
RCW is approximately 12 miles southwest of the project area in Seven Springs in
Wayne County. This sighting was recorded in 1961.
Sensitive Jointvetch (Threatened)
No suitable habitat for sensitive jointvetch exists within the project area due to its
location well upstream of any tidal influence. According to NC Natural Heritage Program
records, the nearest recorded occurrence of sensitive jointvetch is approximately 33
miles northeast on Rodman Creek, off the Pamlico River in Beaufort County.
Bald Eagle
The project area contains no suitable nesting or foraging habitat for bald eagle due to
the absence of large open water bodies. NC Natural Heritage Program records
(reviewed August 25, 2008) document no occurrence of bald eagle within 660 feet of the
project area. No bald eagles or bald eagle nests were observed during field
investigations. Based on field observations and NC Natural Heritage Program
documentation, this project will have no effect on bald eagle.
6.4. Essential Fish Habitat
No primary nursery areas are located within the proposed project corridor. The Neuse
River, located outside of the project corridor, is the nearest stream designated as
anadromous fish waters. No water bodies deserving of special attention as denoted
under the federal Wild and Scenic Rivers Act of 1968 or under the Natural and Scenic
Rivers Act of 1971 are located within the project corridor.
6.5. Historic or Prehistoric Cultural Resources
Archaeological and.Historic Architectural Resources - An archaeological • and.
historic survey conducted in August and September 2008 identified one potentially
eligible property, the Dobbs Farm School, within the study area. The Recommended
Alternative traverses the eastern edge of the Dobbs Farm School property, but impacts
no structures, and was shifted east to the extent possible to maximize the distance from
existing structures, and maintains an approximately 500-foot tree buffer between the
track and existing buildings. Therefore, the Recommended Alternative received a
finding of "No Adverse Effect" from the State Historic Preservation Office. A copy of the
SHPO concurrence form is included in Appendix A.
I N C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
6.6. Flood Zone Designation
The proposed railroad spur will impact one area within the FEMA designated 100-year
floodplain (Figure 1, Site 3). A CLOMR package is being finalized and will be submitted
to the City of Kinston in July for review. Upon approval by the City of Kinston, the
CLOMR will be submitted to the NC Floodplain Mapping Program for final approval.
iI
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N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
Appendix 6
State Historic Preservation Office Concurrence
I
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N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
Federal slid ? N735m 38998 Countu: I, Twig
?(i (jNCUILk I;\'Gli fC)k?\I FU1L.:?SSIiSS\1ti\?'I'ciP tJ'Pl:i`l'S
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{;?.f? North Carolina 'StaicIlisinticprc3,xvali(nUC@cetIIPO)
l he
Revicwcd.thesul?jeei projecuvnha read
? 1 here arc no c iects on the iN$timrd Register-!i 1cd Irtoperipprbpcrties located within _el 1;
uu pr?lcct's vea pf pdtential ?cflcd and listed uii the rcccr c..
? ]'here arc no c.ttects on thcNational Rei!istcr-ch ibic t,ii!pi.rlvlpi dpc!tie hicated within
the jiToicct'?,area tit poietuinl Oleo .;iuI Its]&d wi dle t cv [$c.
? 1 hetci.:,urclfcct on the National Reatster-listed propenyrpropcriiif.S ]OCated ivithiu [lie
projcct`s .uw of lx'trnn d el tees. The picpertvrp operijes and the -effect(.) arc Iisicd,oti
the rover?e.
1 here. is an e!icct on the. N':Iii,tnal Regtucr-i_li,_,Ne propcn}Ipropenies ]miter! •.viihin the.
1 prijirt.'s area of poictnial cliico. `Pheprop envh t.penicsand cftcct(s) c limc ; on this
rCVOrsc. .. . .
-?>X c . 5? 2 C 0 _
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Or811wr Fciicrt AS _,Wcv I):tti
it epresuv tit ive;_ I I PO Date
N.C. Global TransPark Rail Access Section 4041401 Water Quality Certification Application
Counn: I..ennir (ti-39'_S)
Properties within the area of ,owniiaI cfl'ecI for which ibac is no cirtm. IIHIMIa: if propcm
Y is
N:njonaI kugister-lied) (NR) ordctcnniiwd eligible (DE).
Properties: within thearca t4pntnntial eitco I'or which iherc is an c!?let. Inttimic propene smwu
(NR or DE) and describe the eflhct.
Dobbs farm Schoo!(UH)
Kcason(;) why the effect i. not adverse (if appI icabIc)
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G b
_ ,FN.?^dA 'use SNPO's co?iciiirence as a
basis et a %ic mmaris" 5nding (or the fcl(prr±rt;
properties, pursuant is Se;jmn 4(fj: j(?j p?ipQ ,
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U-2928 Global TranPark Rail Connector Project, Lenoir County I "yHa Legend
Map is for loc atlonal purposes only all features are approximated N ; L = r.,. }, r<< U1--S Torx,q!aP c Stec-, I
Prgect area Nas visited September 3. 2008
MRCS Map Stream
y
C' 4 WfT_--._S Existing Ra,IroaQ
lL'c? /1?s? c7? j "CII
' ^'t t )?jj Approximate PrgeCt Boundary.
1
1
j-Ly4`6 v,oaal T,anPar?, nail ?-,Onnector rroJec,. LetIG r Gointy _y L-eye""
Map is for Vocational purposes only; all features are approximated N r? uSGS iopograpruc Stream
1 Prgect area was visited September 3. 2008 f.l ---- NRCS Map stream
-4- 6nst ng Raarosid
J • ? - _ Q A:1Fx;x?m<ftt-P,;;ytY:'t
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BL 13/S 19
f` BL 14/322. + +
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1
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i U-2928 Global TranPark Rail Connector Project, Lenoir County Legend
' Map ?s fa iocatlonal purposes only. all features are approximated N •?--_??? USGS Topographic Stream
- Prqect area was visited September 3. 2008 ---- NRCS Map Stream
EwsungRailroad
!p^ Approximate Project Bounciery
2.5
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•`? ? ?w+„ Y I w I•
PROJECT I J ,
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STUDY ..-
,r AREA
`
K d • o i A4
r f
,
rfyYy:
lel.
SCALE' 1•• = 2.4 MILES
"
' Source: OeL-- 2003 NC Allan and Gazelleer, p. 63-64
"'
FIGURE
VICINITY MAP TAIL
NRTR MCc
RAIL ACCESS SPUR TO GLOBAL TRANSPARK DEC 2008
?a?i Divisior LENOIR COUNTY NORTH C4:E'?_ ....
i1
Legend Global TransPark Rail Access
Permit Area
County Limits City of Kinston
Permit Area
Lenoir County, North Carolina Not To Scale
7.11IM111111111111111111 7 -M 77. 71 7
Proposed ROW April 2009 - r - ;'
------ Proposed Slope Stakes April 2009 i
Impact Sites s\4.
77
71.
Delineation Envelope 2008; •,,, ?, ?:,. ?r
Neuse Hydrology
named streams
------- unnamed streams ai=,; I;:? ?'9E3
Jurisdictional Wetlands _ T -?•\
l ?I t v4! ?t, r
Buffered Streams
? - ?v 4?' 'flu `' ..U ?;,L,.. ?'9p- '? •? ;•' ?.
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- f n=
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258
Site # NRTR Feature Figure Field Data Form
1 W-1 3-1 Wetland AA01
2 W-1 3-1 Wetland AA01
3 W-1 3-1 Wetland AA01
4 W-1 3-1 Wetland AA01
5 W-1 3-1 Wetland AA01
6 W-3. S-2b. S-3 3-1 Wetland ZAB28. Stream TC13 & AZ28
7A W-8 3-2 Wetland JAB18
7B W-8 3-2 Wetland JAB18
8 W-9 3-2 Wetland DOG23
9 W-11 3-2 Wetland JAA13
10 W-13 3-2 Wetland TAE08
11 W-14, S-10 3-3 Wetland WS16, Stream WV09
12 W-15 3-3 Not Available (GTP Permit Area)
13 W-16 3-4 Not Available GTP Permit Area
14A W-17 3-4 Not Available (GTP Pen-nit Area)
14B W-18 3-4 Not Available GTP Permit Area)
15 W-18 3-4 Not Available (GTP Permit Area)
16 W-27 3-5 Not Available 'GTP Permit Area)
17 W-28 3-7 Not Available (GTP Permit Area)
18 W-30 Jn r?i! ltlc rr?P P-imit Areal
19 W-30
¦
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e N ?,.
2,000 1,000 0 2;000??y?. l
?b 9
Feet '-
rrnot, 7r Tyra i
gStM,
Client: Project: RAIL ACCESS TiitleJURISDICTIONAL own By: FIGURE
ES RF
hurl SPUR TO AREAS Date: Scale:
- Add? - AND
GLOBAL TRANSPARK MAY 2009, As Shown 3
r ?,,., ?? ??. ? •_ ?
RAIL DIVISION Lenoir County. PROPOSED Protect No.:
a North Carolina RIGHT-OF-WAY
100004931
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