20171559 Ver 3_USACE Public Notice_20211119

US Army Corps
Of Engineers
Wilmington District
PUBLIC NOTICE
Issue Date: November 19, 2021
Comment Deadline: December 6, 2021
Corps Action ID Number: SAW-2015-01268
The Wilmington District, Corps of Engineers (Corps) received a revised
application from the Greensboro -Randolph Megasite Foundation, Inc. seeking
Department of the Army authorization to discharge dredged or fill material into
waters of the United States, associated with the construction of the Greensboro -
Randolph Megasite (GRMS), an approximate 1,000-acre automotive storage
battery manufacturing, production, and assembly facility. The proposed project
includes off -site transportation and utility improvements. The proposed project
site is located adjacent to US Highway 421 in Liberty, Randolph County, North
Carolina. The District previously published a public notice for a proposed
advanced automotive manufacturing facility at this location/site on December 18,
2018.
Due to the large number of permit drawing plans associated with this proposal,
they are not included with this Public Notice. This Public Notice is available on
the Wilmington District Web site at
https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Public-
Notices/
Applicant:
Greensboro -Randolph Megasite Foundation, Inc.
Mr. Jim Melvin
324 W. Wendover Ave. Suite 207
Greensboro, North Carolina 27408
AGENT (if applicable): HDR
Ms. Vickie Miller
555 Fayetteville St, Suite 900
Raleigh, North Carolina 27601
Authority
The Corps evaluates this application and decides whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures of the
following Statutory Authorities:
® Section 404 of the Clean Water Act (33 U.S.C. 1344)
Version 7.8.2014 Page 1

❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of
1972 (33 U.S.C. 1413)
Location
Location Description: The project area is composed of the proposed GRMS, and
the proposed utility and transportation improvement sites.
The GRMS is located in northern Randolph County approximately two miles
northwest of the Town of Liberty and east of the Town of Julian. The site is
generally bounded by Old US 421 to the north, Julian Airport Road to the west,
Troy Smith Road to the east, and US Highway 421 to the south.
The proposed route for the water and sewer utilities would begin at the Bora
Drive, Liberty Road intersection and follow Liberty Road southeast to the
northern portion of the GRMS. At the intersection with Julian Airport Road, the
water main continues along Old US 421 to the north of the site while the force
main sewer alignment continues along Julian Airport Road. The force main
alignment proceeds southeast along US 421 to the intersection with Starmount
Road. The force main follows Starmount Road to a stream crossing where a
proposed pump station would be located.
The proposed route for the electrical transmission line would extend from the
existing Duke Energy corridor west of Hockett Road and north of the Hockett
Road, Whitt Hunt Road intersection. It would cross Old Climax Road, Hunting
Lodge Road, NC 22, Old Red Cross Road and Shiloah Road to the proposed
site.
The proposed transportation improvements would be located along US 421 on,
and adjacent to, the southwestern portion of the GRMS site. Specifically, the
transportation improvements would include roadway widening and new
interchanges. These improvements would be located immediately south of the
Julian Airport Road, Crutchfield Farm Road intersection and extending southward
to Shiloh Road, at the Browns Meadow Road, US 421 intersection and along the
Shiloh Road, US 421 intersection, immediately south of Dodsons Lake.
Project Area (acres): 1858
Nearest Town: Liberty
Nearest Waterways: Sandy Creek and Dodsons Lake
River Basin: Cape Fear 03030003 and 03030002
Latitude and Longitude: 35.894610N,-79.627378W
Version 7.8.2014 Page 2

Existing Site Conditions
The project area is located in the Cape Fear watershed (HUCs 03030003 and
03030002) and includes perennial and intermittent streams, adjacent wetlands,
open water ponds, and Dodsons Lake. Surface waters flow to six named
waterbodies that occur within the project area. These waterbodies are: Little
Polecat Creek, Sandy Creek, Dodsons Lake, North Prong Stinking Quarter
Creek, Climax Creek, and Big Alamance Creek. North Prong Stinking Quarter
Creek, Climax Creek, and Big Alamance Creek drain to the Haw River (HUC
03030002). Polecat Creek, Sandy Creek, and Dodsons Lake drain to the Deep
River (HUC 03030003).
The project area contains approximately 59,747 feet of perennial streams and
approximately 16,659 feet of intermittent streams. Substrate in these streams
ranged from silt/sand to cobble/gravel and Ordinary High Water Mark (OHWM)
indicators included natural lines impressed on the banks, shelving, matted down
vegetation, disturbed leaf litter, sediment deposition, wrack lines, sediment
sorting, and bank scour. Open water within the project area consists of ponds
(totaling approximately 34 acres) and Dodsons Lake (approximately 53 acres).
All but two ponds within the project area are hydrologically connected by
unnamed tributaries to named waterbodies.
Water Quality Classifications for the named tributaries are as follows:
Little Polecat Creek: WS-III; HQW
Sandy Creek: WS-III
Dodsons Lake: WS-III
North Prong Stinking Quarter Creek: WS-IV; NSW
Climax Creek: WS-IV; NSW
Big Alamance Creek: WS-IV; NSW
Water Quality Classification referenced above and pertinent to the waters listed
above are defined as the following:
• Class C (C) refers to waters protected for uses such as secondary recreation,
fishing, wildlife, fish consumption, aquatic life including propagation, survival and
maintenance of biological integrity, and agriculture. Secondary recreation
includes wading, boating, and other uses involving human body contact with
water where such activities take place in an infrequent, unorganized, or incidental
manner;
• Water Supply III (WS-III) refers to waters used as sources of water supply for
drinking, culinary or food processing purposes where a more protective WS-I or
WS-II classification is not feasible. These waters are also protected for Class C
uses. WS-III waters are typically in low to moderately developed watersheds;
• Water Supply IV (WS-IV) refers to waters used as sources of water supply for
drinking, culinary or food processing purposes where a WS-I, WS-II or WS-III
Version 7.8.2014 Page 3

classification is not feasible. These waters are also protected for Class C uses.
WS-IV waters are generally in moderately to highly developed watersheds or
Protected Areas;
• High Quality Waters (HQW) is a supplemental classification intended to protect
waters which are rated excellent based on biological and physical/chemical
characteristics through Division monitoring or special studies, primary nursery
areas designated by the Marine Fisheries Commission, and other functional
nursery areas designated by the Marine Fisheries Commission;
• Nutrient Sensitive Waters (NSW) is a supplemental classification intended for
waters needing additional nutrient management due to being subject to
excessive growth of microscopic or macroscopic vegetation;
The project area contains approximately 23.7 acres of wetlands.
Differences in jurisdictional areas listed in the December 2018 Public Notice and
this Public Notice result from additional site visits and a revised waters/wetlands
delineation for the development site. The revised waters/wetlands delineation
has been reviewed by the Corps.
The North Carolina Wetland Assessment Method (NC WAM) and the North
Carolina Stream Assessment Method (NC SAM) were used to assess the
functions and values of a representative sampling of wetlands and streams
throughout the project area. Common NC WAM wetland types within the project
area include Riverine Swamp Forest, Non -Tidal Freshwater Marsh, Headwater
Forest and Bottomland Hardwood Forest. Most of the streams within the project
area received a medium overall NC SAM rating. Wetlands within the project area
are small (average wetland size is 0.3 acre). Most of these wetlands are
headwater forests located adjacent to first order tributaries. Overall NC WAM
ratings were medium for the majority of wetlands onsite.
Land use within the site and along the associated infrastructure improvements
consists predominately of agricultural fields, residential property, and forested
land.
Soils on the GRMS are classified as indicated by the map and table below:
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Version 7.8.2014 Page 5

Map Unit
Symbol
Map Unit Name
Percent of Property
(approximate)
Farmland Rating
Hydric
Rating (%)
ApB
Applinq sandy loam, 2 to 6
percent slopes
3.0%
All areas are prime
farmland
0
ApC
Appling sandy loam, 6 to 10
percent slopes
1.0%
Farmland of statewide
importance
0
CcB
Cecil sandy loam, 2 to 8
percent slopes
0.2%
All areas are prime
farmland
0
ChA
Chewacla loam, 0 to 2
percent slopes, frequently
flooded
0.4%
Prime farmland if drained
and either protected from
flooding or not frequently
flooded during the growing
season
5
HeB
Helena sandy loam, 2 to 6
percent slopes
9.9%
All areas are prime
farmland
0
HeC
Helena sandy loam, 6 to 10
percent slopes
3.3%
Farmland of statewide
importance
0
A4aC
Mecklenburg loam, 8 to 15
percent slopes
1.2%
Farmland of statewide
importance
0
MeB2
Mecklenburg clay loam, 2 to
8 percent slopes, moderately
eroded
1.9%
All areas are prime
farmland
0
VaB
Vance sandy loam, 2 to 8
percent slopes
7.3%
All areas are prinie
farmland
0
VaC
Vance sandy loam, 8 to 15
percent slopes
5.0%
Farmland of statewide
importance
0
W
Water
3.6%
0
WpC
Wilkes-Poindexter-Wynott
complex, 8 to 15 percent
slopes
7.9%
Not prime farmland
0
WtB
Wynott-Enan complex, 2 to 8
percent slopes
3.2%
Farmland of statewide
importance
0
WtC
Wynott-Enan complex, 8 to
15 percent slopes
8.3%
Farmland of statewide
importance
0
WvB2
Wynott-Enan complex, 2 to 8
percent slopes, moderately
eroded
34.2%
Farmland of statewide
importance
0
WvC2
Wynott-Enan complex, 8 to
15 percent slopes,
moderately eroded
9.6%
Farmland of statewide
importance
0
Totals for Area of Interest
100.O%
Source
USDA-NRCS 2017b
Applicant's Stated Purpose
The applicant's stated purpose is to establish an automotive storage battery
manufacturing, production, and assembly facility with utilities (electricity, water,
sewer, roads, and rail) that is expected to generate employment and economic
benefits for the Project Region, including roughly 2,000-4,000 mostly skilled and
semi -skilled manufacturing jobs, an increase in the local tax base, and new
payroll to circulate within Randolph County and the City of Greensboro.
Project Description
The overall project involves the construction of a —1,000 acre development site,
with plans for the construction of buildings, parking lots and utilities. The overall
project includes roadway interchanges, rail, water, sewer and powerline
infrastructure. Implementation of the proposed project would result in direct and
indirect impacts to streams, wetlands, and open water. The development site
Version 7.8.2014 Page 6

would result in permanent impacts to 6,626 linear feet of intermittent stream,
30,426 linear feet of perennial stream, 9.07 acres of wetlands, and 21.54 acres
of open water. Approximately,1,686 linear feet of perennial and intermittent
streams, 0.37 acre of wetlands and 0.78 acre of open waters would be indirectly
impacted. The development site would also result in temporary impacts to 332
linear feet of perennial stream and 109 linear feet of intermittent stream. No
buffer impacts would result from the development site because streams impacted
by the site are in the Deep River watershed and are not subject to Jordan Lake
Buffer Rules. Transportation and utility improvements associated with the project
would result in permanent impacts to an additional 0.575 acre of wetlands, 0.50
acres of open water, 1,400 linear feet of intermittent stream, and 2,692 linear feet
of perennial stream. Transportation and utility improvements associated with the
project would result in temporary impacts to an additional 165 linear feet of
intermittent stream and 126 linear feet of perennial stream and 0.45 acre of
wetlands. Zone 1 and Zone 2 buffer impacts associated with offsite utilities are
anticipated along streams subject to the Jordan Lake Buffer Rules; however,
these impacts are anticipated to be exempt because buffer impacts are equal to
or less than 40 linear feet with a proposed maintenance corridor equal to or less
than 10 feet in width at jurisdictional crossings (See table below).
Project Component
Temporary Stream (LF)
Permanent Stream (LFj
Wetland (AC.)
Open Water
(AC)
P
Total
I
P
Total
Temporary
Permanent
Permanent
Main Site
109
332
441
6626
30426
37052
0
9.07
21.54
Transportation
6
D
0
1290
2609
3899
0
0.305
6.5
Water/Sever
165
126
291
11D
83
193
0.33
0.19
0
Electric Utilities
D
D
0
0
0
0
0.12
O.08
0
Total
274
458
732
8026
33118
41144
0.45
9.645
22.04
Total Stream Impacts
41,876
Total Wetland Impacts
10.095
Total Open Water Impacts
22,04
indirect Impacts
0
Cr
1478
204
1E86
0
3.
, o
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid
and/or minimize impacts to the aquatic environment: Several alternatives were
evaluated during the design process in an effort to avoid and minimize impacts to
jurisdictional resources within the site and along the proposed infrastructure
extensions. The developer has attempted to avoid and minimize impacts to water
resources by designing perpendicular road and utility crossings, where feasible,
and utilizing erosion control Best Management Practices (BMPs) to minimize
impacts associated with offsite sedimentation.
Version 7.8.2014
Page 7

Compensatory Mitigation
The applicant offered the following compensatory mitigation plan to offset
unavoidable functional loss to the aquatic environment: Mitigation for impacts to
streams/wetlands would be accomplished through payment to the North Carolina
Division of Mitigation Services (NCDMS). The applicant has stated that total
permanent direct and indirect impacts associated with the proposed project
development (including utilities and transportation improvements) would be
mitigated at ratios of 1:1 or 2:1 depending upon the stream/wetland qualitative
assessment scores of the waters using the North Carolina Stream Assessment
Method (NCSAM) and North Carolina Wetland Assessment Method (NCWAM).
The applicant has provided a conditional acceptance letter from the NCDMS for
42,639 If of warm stream impacts and 9.75 acre of riparian wetland impacts. The
letter states that NCDMS proposes to provide the required mitigation credits in
the Cape Fear 03030002 and 03030003 Hydrologic Unit Codes (HUCs) .
Essential Fish Habitat
The Corps' determination is that the proposed project would not effect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery
Management Councils or the National Marine Fisheries Service.
® This notice initiates the Essential Fish Habitat (EFH) consultation
requirements of the Magnuson -Stevens Fishery Conservation and
Management Act. Implementation of the proposed project would not
impact marine substrate, estuarine substrate, water columns, emergent
wetlands, submerged aquatic vegetation, artificial reefs, hardbottoms
utilized by various life stages of the following species: coastal migratory
pelagics, corals, golden crab, shrimp, snapper grouper, spiny lobster,
Atlantic highly migratory species. Our initial determination is that the
proposed action would not have a substantial individual or cumulative
adverse impact on EFH or fisheries managed by Fishery Management
Councils and the National Marine Fisheries Service (NMFS). Our final
determination relative to project impacts and the need for mitigation
measures is subject to review by and coordination with the NMFS.
❑ The Corps will consult under the Magnuson -Stevens Act and will not make
a permit decision until the consultation process is complete.
❑ The Corps has initiated consultation the Magnuson -Stevens Act and will
not make a permit decision until the consultation process is complete.
Version 7.8.2014 Page 8

Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966,
Appendix C of 33 CFR Part 325, and the 2005 Revised Interim Guidance for
Implementing Appendix C, the District Engineer consulted district files and
records and the latest published version of the National Register of Historic
Places and initially determines that:
❑ Should historic properties, or properties eligible for inclusion in the
National Register, be present within the Corps' permit area; the proposed
activity requiring the DA permit (the undertaking) is a type of activity that
will have no potential to cause an effect to an historic properties.
® No historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area; therefore, there will be
no historic properties affected. The Corps subsequently requests
concurrence from the SHPO (or THPO).
❑ Properties ineligible for inclusion in the National Register are present
within the Corps' permit area; there will be no historic properties affected
by the proposed work. The Corps subsequently requests concurrence
from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National
Register, are present within the Corps' permit area; however, the
undertaking will have no adverse effect on these historic properties. The
Corps subsequently requests concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National
Register, are present within the Corps' permit area; moreover, the
undertaking may have an adverse effect on these historic properties. The
Corps subsequently initiates consultation with the SHPO (or THPO).
❑ The proposed work takes place in an area known to have the potential for
the presence of prehistoric and historic cultural resources; however, the
area has not been formally surveyed for the presence of cultural
resources. No sites eligible for inclusion in the National Register of
Historic Places are known to be present in the vicinity of the proposed
work. Additional work may be necessary to identify and assess any
historic or prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and/or THPO, as appropriate and required, and with
full consideration given to the proposed undertaking's potential direct and indirect
effects on historic properties within the Corps-indentified permit area.
Version 7.8.2014 Page 9

Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project
area, examined all information provided by the applicant and consulted the latest
North Carolina Natural Heritage Database. Based on available information:
❑ The Corps determines that the proposed project would not affect federally
listed endangered or threatened species or their formally designated
critical habitat.
® The Corps determines that the proposed project may affect federally listed
endangered or threatened species or their formally designated critical
habitat. The Corps reviewed this project in accordance with (IAW) the
NLEB Standard Local Operating Procedures for Endangered Species
(SLOPES) between the USACE, Wilmington District, and the Asheville
and Raleigh U.S. Fish and Wildlife Service (Service) Offices, and
determined that the action area for this project is located outside of the
highlighted areas/red 12-digit HUCs and activities in the action area do not
require prohibited incidental take; as such, this project meets the criteria
for the 4(d) rule and any associated take is exempted/excepted.
® By copy of this public notice, the Corps initiates consultation under
Section 7 of the ESA and will not make a permit decision until the
consultation process is complete.
❑ The Corps is not aware of the presence of species listed as threatened or
endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area. The Corps
will make a final determination on the effects of the proposed project upon
additional review of the project and completion of any necessary biological
assessment and/or consultation with the U.S. Fish and Wildlife Service
and/or National Marine Fisheries Service.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the
appropriate State agencies for review.
North Carolina Division of Water Resources (NCDWR):
❑ The applicant did not provide or satisfy all 9 elements required for a
complete 401 certification request. Therefore, the 401 Certification
process has not started. The Corps will generally not make a final permit
decision until the NCDWR issues, denies, or waives the state Certification
as required by Section 401 of the Clean Water Act (PL 92-500).
Version 7.8.2014 Page 10

® The Corps will generally not make a final permit decision until the
NCDWR issues, denies, or waives the state Certification as required by
Section 401 of the Clean Water Act (PL 92-500). The NCDWR received
a complete application for this project on July 28, 2021. Additional
information regarding the 401 Certification may be reviewed at the
NCDWR Central Office, 401 and Buffer Permitting Unit, 512 North
Salisbury Street, Raleigh, North Carolina 27604-2260. All persons
desiring to make comments regarding the application for a 401
Certification should do so, in writing, by December 10, 2021 to:
NCDWR Central Office
Attention: Mr. Paul Wojowski, 401 and Buffer Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-
1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina
27604
North Carolina Division of Coastal Management (NCDCM):
❑ The application did not include a certification that the proposed work
complies with and would be conducted in a manner that is consistent with the
approved North Carolina Coastal Zone Management Program. Pursuant to 33
CFR 325.2 (b)(2) the Corps cannot issue a Department of Army (DA) permit for
the proposed work until the applicant submits such a certification to the Corps
and the NCDCM, and the NCDCM notifies the Corps that it concurs with the
applicant's consistency certification. As the application did not include the
consistency certification, the Corps will request, upon receipt, concurrence or
objection from the NCDCM.
® Based upon all available information, the Corps determines that this
application for a Department of Army (DA) permit does not involve an activity
which would affect the coastal zone, which is defined by the Coastal Zone
Management (CZM) Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the
probable impacts including cumulative impacts of the proposed activity on the
public interest. That decision will reflect the national concern for both protection
and utilization of important resources. The benefit which reasonably may be
expected to accrue from the proposal must be balanced against its reasonably
Version 7.8.2014 Page 11

foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are
conservation, economics, aesthetics, general environmental concerns, wetlands,
historic properties, fish and wildlife values, flood hazards, flood plain values (in
accordance with Executive Order 11988), land use, navigation, shoreline erosion
and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For
activities involving the discharge of dredged or fill materials in waters of the
United States, the evaluation of the impact of the activity on the public interest
will include application of the Environmental Protection Agency's 404(b)(1)
guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State
and local agencies and officials, including any consolidated State Viewpoint or
written position of the Governor; Indian Tribes and other interested parties in
order to consider and evaluate the impacts of this proposed activity. Any
comments received will be considered by the Corps of Engineers to determine
whether to issue, modify, condition or deny a permit for this proposal. To make
this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and/or an Environmental Impact Statement
(EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are
also used to determine the need for a public hearing and to determine the overall
public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this
notice, that a public hearing be held to consider the application. Requests for
public hearings shall state, with particularity, the reasons for holding a public
hearing. Requests for a public hearing shall be granted, unless the District
Engineer determines that the issues raised are insubstantial or there is otherwise
no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments
pertinent to the proposed work, as outlined above, until 5pm, December 6, 2021.
Comments should be submitted to Andrew Williams,
Raleigh Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105 ,
Wake Forest, North Carolina 27587, at [phone] extension 26 or at
[e-mail].
Version 7.8.2014 Page 12

Legend
AJD Boundary
Feet 10,000
RANDOLP.,
Pleasant
Garden
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P oleo°\
vJ
Nal=
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Winston-Salem 0
P I E
NORTH
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Greensboro Durham
p Rody Mount
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Greer.
Fayetteville
0
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Jacksonville
0
FEZ
?es n
Forest Oaks
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OI`
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FIGURE 1

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Legend
AJD Boundary
Feel 1200,
AERIAL PHOTOGRAPHY MAP

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USGS TOPOGRAPHIC MAP
FIGURE 3

A Legend
n Q AJD Boundary
1 J 1% Annual Chance Flood Hazard
Feet 1,200
FEMA FLOODPLAIN MAP
FIGURE

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GRAPHIC SCALE
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GREENSBORO RANDOLPH MEGASITE
FOUNDATION
GREENSBORO RANDOLPH MEGASITE
RANDOLPH COUNTY, NORTH CAROLINA
OVERALL SITE PLAN
01X-04

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01X-07
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01X-10
01X-11
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UMMEMEM
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT POND IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
0 2000' 4000'
SCALE: 1"= 2000'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-01

Wetland Impacts
Impact
Number
Sheet
Number
Wetland ID
Let.
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Type of
Wetland
(Cowardin)
Area of
Permanent
Impact (acres)
Area of
Temporary
Impact (acres)
W5.1
5
W38
35.899726
-79.639533
Fill
PFO
0.03
0
W5. 2
5
W40A
35.899484
-79.637939
Fill
PFO
0.04
0
W6. 1
6
W5
35.900708
-79.631982
Fill
PFO
0.13
0
W6.2
6
W5
35.90116
-79.631542
Fill
PFO
0.19
0
057. 1
7
W22
35.899693
-79.621614
Fill
PFO
0.15
0
W8. 1
8
W21
35.899757
-79.617328
Fill
PFO
0.24
0
W8. 2
9
W23
35.899944
-79.619257
Fill
PFO
0.25
0
W9. 1
9
W40A
35.899385
-79.637886
Fill
PFO
0.02
0
W9. 2
9
W408
35.89895
-79.637536
Fill
PFO
0.02
0
W9.3
9
W37
35.898692
-79.637031
Fill
PFO
0.14
0
W9.4
9
W43
35.898455
-79.638564
Fill
PFO
0.05
0
W9.5
9
W45
35.897286
-79.638822
Fill
PFO
0.01
0
W11.1
11
W6
35.895595
-79.628154
Fill
PFO
0.02
0
W11.2
W11.3
11
11
W7
W8
35.895927
35896215
-79.626777
-79626185
Fill
Fill
PFO
PFO
0.06
005
0
0
W11.4
11
W22
35.899311
-79.621553
Fill
PFO
0.16
0
W12.1
12
W22
35.899009
-79.620748
Fill
PFO
0.07
0
W12.2
12
W20
35.898556
-79.619025
Fill
PFO
0.10
0
W12.3
12
W21
35.899209
-79.618469
Fill
PFO
0.09
0
W12.4
12
W24
35.897575
-79.618322
Fill
PFO
0.22
0
W13.1
13
W18A
35.893583
-79.638916
Fill
PFO
0.13
0
W13.2
13
W19
35.893997
-79.63887
Fill
PFO
0 14
0
W13.3
13
WB
35.891922
-79.638696
Fill
PFO
0.07
0
Wetland Impacts
Impact
Number
Sheet
Number
Wetland ID
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Type of
Wetland
(Cowardin)
Area of
Permanent
Impact(acres)
Area of
Temporary
Impact(acres)
W14.1
14
W9
35.891063
-79.63342
Fill
PFO
0.34
0
W14. 2
14
W12
35.892202
-79.631077
Fill
PFO
0.26
0
W15. 1
15
W35
35.891018
-79.624455
Fill
PEM
0.25
0
W15. 2
15
W25
35.893418
-79.622393
FIII
PFO
0.24
0
W16. 1
16
W28
35.890797
-79.616121
FIII
PFO
0.05
0
W16.2
16
W31
35.892481
-79.615397
Fill
PFO
0.54
0
W16.3
16
HDR WG
35.890983
-79.620098
Fill
PEM
0.11
0
W16. 4
16
HDR WH
35.892429
-79.619589
Fill
PFO
0.67
0
W17. 1
17
W44
35.889785
-79.638849
Fill
PFO
0.03
3
W17. 2
17
W3
35.888035
-79.636276
FIII
PFO
0.26
0
W18.1
18
W9
35.890581
-79.633293
Fill
PFO
0.07
0
W18.2
18
W10
35.889553
-79. 63211
Fill
PFO
0.16
0
W18. 3
18
W13
35.887305
-79. 6319
Fill
PFO
0.14
0
W18.4
18
W3
35.888035
-79.636276
Fill
PFO
0.00
0
W19.1
19
W34
35.889395
-79.624701
FIII
PFO
0.24
0
W19.2
19
W14
35.888443
-79.625216
Fill
PFO
0.12
0
W19.3
19
HDRWF
35.888548
-79.621506
Fill
PFO
0.15
0
W20.1
20
W28
35.8901
-79.616452
Fill
PFO
0.78
0
W20. 2
20
W32
35.88899
-79.618632
Fill
PFO
0.19
0
W20.3
20
HDR WE
1'35.888498
l'-79.619415
Fill
PFO
1.84
0
W23.1
23
WW
35.88402
-79.625738
Fill
PEM
0.15
0
W24. 1
24
HDR WB
35.884777
-79.61877
Fill
PFO/PEM
0.12
0
Total
9.07
0
NOTE:
1. ALL FEATURES ARE WITHIN DEEP RIVER WATERSHED.
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-02

Stream Impacts
Impact
Number
Sheet
Number
Stream
ID
Lat
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Perennial
(P) or
Intermitten
t (I)
Average
Stream
Width
(feet)
Permanent
Impact
Length
(linear feet)
Temporary
Impact
Length
(linear feet)
Impact
Area
(square
feet)
S5.1
5
SK
35.900393
-79.636643
641
P
2
25
0
50
S5.2
5
S45
35.899868
-79.636795
Fill
P
4
492
0
1968
S5.3
6
S15
35.901476
-79.643903
Fill
P
5
34
39
195
S6.1
6
S7
35.899976
-79.631308
Fill
P
3
633
0
1899
S6.2
6
S1
35.900243
-79.629132
Fill
P
4
485
0
1939
S7.1
7
S5
35.899765
-79.627353
641
1
4
203
0
812
S8.1
8
S22
35.899567
-79.617489
Fill
P
3
79
0
237
S9.1
9
543/S438
35.898866
-79.63863
641
P
4
768
0
3072
S9.2
9
S45
35.898184
-79.63787
Fill
P
4
2363
0
9452
S9.3
9
S51
35.899288
-79.63773
Fill
I
3
81
0
243
S9.4
9
S48
35.898246
-79.643552
Fill
I
3
45
55
165
S10.1
10
S1
35.8963
-79.629864
Fill
P
4
2191
0
8762
S10.2
10
S7
35.898253
-79.630498
Fill
P
3
1092
0
3276
S10.3
10
S4
35.89849
-79.628489
Fill
P
4
65
0
260
S10.4
10
SA
35.897881
-79.628559
Fill
I
3
116
0
348
S10.5
10
S9
35.89546
-79.629054
Fill
I
4
601
0
2404
S10.6
10
S8
35.897307
-79.631058
Fill
I
3
588
0
1764
S11.1
11
S4
35.898854
-79.62792
Fill
P
4
323
0
1292
S11.1
11
S4
35.899
-79.6277
Fill
I
4
455
0
1820
S11.2
11
SA
35.897975
-79.628114
Fill
I
3
175
0
525
S11.3
11
S9
35.895803
-79.627567
F01
1
4
758
0
3032
S11.4
11
S20
35.89911
-79.621146
Fill
P
3
124
0
372
S11.5
11
S5
35.899273
-79.62751
F81
1
4
163
0
652
S12.1
12
S20
35.898865
-79.619771
Fill
P
3
949
0
2847
S12.2
12
S22
35.899087
-79.618008
Fill
P
3
330
0
990
S12.3
12
S21
35.896637
-79.618448
Fill
P
4
1689
0
6756
S12.4
12
S23
35.897961
-79.618066
F81
1
3
76
0
228
S13.1
13
S45
35.892807
-79.639112
Fill
P
4
2140
0
8560
S13.2
13
SY
35.893981
-79.638491
F01
I
3
107
0
321
014.1
14
S1
35.893918
-79.630228
Fill
P
4
1419
0
5676
Stream Impacts
Impact
Number
Sheet
Number
Stream
ID
Lat
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Perennial
(P) or
Intermitten
t(I)
Average
Stream
Width
(feet)
Permanent
Impact
Length
(linear feet)
Temporary
Impact
Length
(linear feet)
Impact
Area
(square
feet)
S15.1
15
S25
35.893404
-79.621706
Fill
P
3
410
0
1230
015.2
15
026
35.893629
-79.621324
Fill
1
3
163
0
489
S15.3
15
HDR S9
35.890773
-79.623656
Fill
1
3
222
0
666
S16.1
16
025/S250
35.893092
-79.620224
Fill
P
3
541
0
1623
016.2
16
035
35.891276
-79.615761
Fill
P
4
483
0
1932
016.3
16
021
35.892261
-79.619717
Fill
P
4
1918
0
7671
S17.1
17
S45
35.889256
-79.639931
Fill
P
4
861
65
260
017.2
17
044
35.889771
-79.639514
Fill
P
3
756
0
2268
018.1
18
0128
35.8868
-79.632719
Fill
P
3
162
0
486
S18.2
18
51
35.886749
-79.63223
Fill
P
4
752
0
3009
018.3
18
511
35.887125
-79.631796
Fill
P
3
232
0
696
019.1
19
HDR S9
35.888223
-79.624394
Fill
1
3
1484
0
4451
S20.1
20
S35
35. 889298
-79.617801
Fill
P
4
1443
0
5772
020.2
20
021
35.890149
-79.619916
Fill
P
4
1728
0
6912
020.3
20
HDR 09
35.88684
-79.619587
Fill
1
3
417
0
1251
S20.4
20
S30
35.887667
-79.616619
Fill
P
3
1708
45
135
S20.5
20
S31
35. 888347
-79.614963
Fill
1
3
29
54
162
S20.5
20
S31
35. 888347
-79.614963
Fill
P
3
187
0
561
S22.1
22
S1
35.885936
-79.633011
Fill
P
4
406
41
164
S23.1
23
S17
35.883641
-79.626236
Fill
P
3
572
55
165
024.1
24
021
35.885824
-79.619151
Fill
P
4
346
0
1384
S24.2
24
S30
35.884555
-79.619164
Fill
P
3
2240
40
120
024.3
24
HDR S4
35.885421
-79.619586
Fill
1
4
450
0
1800
024.4
24
HDR 03
35.884454
-79.618546
Fill
P
3
412
0
1236
024.4
24
HDR 03
35.884454
-79.618546
Fill
1
3
422
0
1266
024.5
24
HDR 05
35.884665
-79.619115
Fill
1
3
71
0
213
S26.1
26
HDR S2
35.881433
-79.618688
Fill
P
3
68
47
141
Perennial Total
30,426
332
93,368
Intermittent Total
6,626
109
22,612
Stream Impact Total
37,052
441
115,980
NOTE:
1. ALL FEATURES ARE WITHIN DEEP RIVER WATERSHED.
HUH engineering Inc
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-03

Open Water Impacts
Impact
Number
Sheet
Number
Name of
Waterbody
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Permanent (P)
or Temporary
(7)
Type of
Impact
Waterbody
Type
Impact Area
(acres)
P5.1
5
P6
35.901573
-79. 639568
P
Fill
Pond
0.17
P5.2
5
P7
35.900787
-79. 639578
P
Fill
Pond
1.39
P5.3
5
P8
35.899457
-79.639504
P
Fill
Pond
0.02
P5.4
5
P2
35.9007
-79.643849
P
Fill
Pond
1.35
P6.1
6
P10
35.9015
-79.632445
P
Fill
Pond
2.02
P7.1
7
P11
35.899804
-79.626451
P
Fill
Pond
0.17
P9.1
9
P8
35.899102
-79.639228
P
Fill
Pond
0.42
P11.1
11
P11
35.899425
-79.626452
P
Fill
Pond
0.05
P13.1
13
P9
35.892186
-79.638263
P
Fill
Pond
0.20
P14.1
14
P13
35.891276
-79.631086
P
Fill
Pond
3.77
P16.1
16
PC
35.893643
-79.614573
P
Fill
Pond
0.81
P17.1
17
P16
35.887874
-79.636668
P
Fill
Pond
0.39
P17.2
17
P17
35.887099
-79.637608
P
Fill
Pond
1.37
P18.1
18
P13
35.890413
-79.631492
P
Fill
Pond
1.88
P18.2
18
P15
35.888409
-79.631574
P
Fill
Pond
6.32
P18.3
18
P14
35.890026
-79.633032
P
Fill
Pond
1.21
Total 21.54
Indirect - Stream Impacts
Impact
Number
Sheet
Number
Stream
ID
Lat
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Perennial
(P) or
Intermittent
(I)
Average
Stream
Width (feet)
Permanent
Impact
Length
(linear
feet)
Temporary
Impact
Length
(linear
feet)
Impact
Area
(square
feet)
56.2
6
51
35.9005
-79.629
Indirect
P
4
208
0
832
56.3
6
S1
35.8971
-79.6295
Indirect
I
4
632
0
2528
S6.4
6
S2
35.9014
-79.6285
Indirect
I
3
256
0
768
S7.2
7
S2
35.9014
-79.6285
Indirect
1
3
378
0
1134
S5.3
5
643A
35.9019
-79.6400
Indirect
I
3
212
0
636
Total
1686
0
5898
Indirect - Open Water Impacts
Impact
Number
Sheet
Number
Name of
Waterbo
dy
Lat
(decimal
degrees)
Long.
(decimal
degrees)
Penman
nt (P) or
Tempora
ry (T)
Type of
Impact
Waterbody
Type
Impact
Area
(acres)
P5.5
5
P5
35.9024
-79.6401
P
Indirect
Pond
0.09
P7.2
7
P12
35.9027
-79.627
P
Indirect
Pond
0.69
Total 0.78
Indirect- Wetland Impacts
Impact
Number
Sheet
Number
Wetland
ID
Lat
(decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Type of
Wetland
(Cowardin)
Area of
Permanent
Impact
(acres)
Area of
Temporary
Impact
(acres)
W7.2
7
WA
35.902
-79.6281
Indirect
PFO
0.01
0
W6.3
6
W1
35.9011
-79.6287
Indirect
PFO
0.07
0
W5.3
5
W39
35.9024
-79.6405
Indirect
PFO
0.29
0
Total
0.37
0
NOTE:
1. ALL FEATURES ARE WITHIN DEEP RIVER WATERSHED.
HUH engineering Inc
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-04

OHE
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ENERGY 500kV
CORRIDOR
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W52
S5.2
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
555 Fayetteville Street, Suite 900
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01x-05

1
//
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-
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ORFOLK S UTHERN RAILRQAD- ��
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MATCHLINE- SEE SHEET 10 FOR CONTINUATION
5612
1.
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1) SEE SHEET 1 FOR LEGEND AND
Wetland Impacts
KEY MAP
Impact
Site
re ID
from PJD
Impact
TYv
Permanent
ImpactAreaC
TempP�arr
Impact
Area
Fli
Fli
Total
0.32
Pond Impacts
Impact
Site
Feature ID
Dom POD
Impact
Type
Pemlaoent
Impact Area
(AC)
P6.1
P10
2 02
Total
Perennial Stream mpacta
Impact
Site
Feature ID
from PJD
Impact
Type
Pennanent
Impact Length
(LF)
Temporary
Impact Length
(LP)
56.1
57
Fill
633
58.2
S1
086
Total
1118
Fdlrect - 5 ream Imps to
Impact
Stle
Feature ID
Wm PJD
Impact
TTPT
Permanent
Impact Length
()
Temporary
Impact Length
CJ
56.2
Fil
208
56.3
Indirect
632
drect
256
Total
1058
Wlirect- Wetland Imp cts
Impact
te S
W6.3
Total
Feature
D fromPOD
KEY MAP
Wi
TTPT
Impact
Indirect
NOT TO SCALE
Permanent
Impact Area
(AC)
0.07
0.07
Temporary
Impact Area
(AC)
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-06

—� 1I I w� l ��II`��tr/
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Imp,.
Impact
Feature 0
horn PJD
Troat
Permanent Impact
22
Imps, Area
Total
Pend
Impact
Feature 0
from P30
Permanent A l
Total
Intermit.. Stream Im a.
Impact
Feature 0
,mpact
Permanent
Impact
J
Length
571
55
Total
Inrllre:t - stream impacts
Impact
Feature 0
from P30
Impact
TYPe
Permanent
Impact;
Impact Tempora„
Indrect
PPP
Total
PPP
Indirect - peo water lmpama
Impact
Feature ID
from P30
mpact
Permanent
Impact Area
AC)
Indirect
Total
®®EIZAIMMIMO
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
HUH engineering Inc
or. Carolinas
NCBELS License Number F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/132021
01X-07

WI
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MATCHLINE- SEE SHEET 12 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
re ID
fiomn PJD
W23
Perennial otream hpacis
Impact
Site
yen
V08.2
Type
Perrin nt
Impact
(AC) r
Temporary
Impact Area
(AC)
Fil
0.23
Total
0.49
P let ac
aentpre D
mP3o
Impact
Permanent
Impact Length
()
Temporary
Impact Length
()
58.1
522
Fil
KEY MAP
NOT TO SCALE
Total
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-08

I
II
I I.
1
1
S9.4
7
J•
MATCHLINE - SEE SHEET 5 FOR CONTINUATION
W9.1 " r S9.3
P9.1
PROPOSED GRADING
PROPOSED GRADING
W9.4
S9.2
MATCHLINE - SEE SHEET 13 FOR CONTINUATION
S9.2
PROPOSED INTERIOR
RAIL LINES
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Pa
Impact
Site
1779.6
1199.4
Feature 10
horn ND
a. impacts
pSites
act
WIOA
MOB
Feature 10
horn KID
Feature ID
horn ND
Impact
TYPe
Impact
type
Total
Up a.m. Aryan) Impacts
Impact
Type
St n Im acts
FOOL. ID
hom PLO
Impact
TYPe
P(AC) ra
Temporary
Impact Length
(LP)
Temporary
Impact Length
M1F)
Permanent
ImpactacmAme
0 Al
Impact Area
Permanem
Impact Length
lJ
768
2363
3131
Permanent
Impact Length
126
0 200' 400'
SCALE: 1"= 200'
HUH engineering Inc
°Mlle Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01x-09

MATCHLINE - SEE SHEET 9 FOR CONTINUATION
MATCHLINE - SEE SHEET 6 FOR CONTINUATION
PROPOSED INTERIOR
RAIL LINES
PROPOSED GRADING
BROWNS MEADOW RD
PROPOSED GRADING
MATCHLINE - SEE SHEET 14 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Perennial Stream Impacts
Impact
Site
Feature ID
tom NO
Impact
Type
Permanent
ImpactLength
(LF)
Temporary
Impact Length
(LF)
Z
165
S10.3
54
Fill
Total
3348
htermittent Stream Impacts
Impact
Site
Feature 10
horn ND
Impact
Type
germanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S164
SA
FIII
116
S10.6
38
FIII
601
310.6
SO
Fill
680
Total
1305
X i
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01x-10

MATCHLINE - SEE SHEET 10 FOR CONTINUATION
MATCHLINE - SEE SHEET 7 FOR CONTINUATION
S11.5
P 11.1
, S11.1
INTERMITTENT
L—�, 511.4
\S11.1
PERENNIAL
S11.2
PROPOSED GRADING
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland /Tweets
Feature ID
from PJO
Permanent
Impett Area
(AG)
Temporary
Impact Area
(AG)
8811
0.02
006
W8
0 05
W114
W22
0LI6
Total
0.29
Z Pond Impacts
O
Z
0
0
I7
I7
Z
U
Q
12
MATCHLINE - SEE SHEET 15 FOR CONTINUATION
Impact
Site
Feature ID
from ND
Impact
Type
Permanent
Impact Area
(AP)
P111
Pit
0.05
Total
005
Perennial Stream impacts
mpact
Site
Feature ID
from PJD
impact
Type
PermanenE
Impact Lerfgth
(LFI
Temporary
impact Length
(LF)
S11.1
S4
Fiil
323
Sit 4
SPO
Flil
124
Total
Intamtltten
re
cte
im�ct
SRe
Featum ID
from NO
Impact
Typo
Permanent
Impact Length
dr,
temporary
Impact Length
(lF)
S111
S4
Fiil
455
S1t 2
SA
F/il
175
O
5113
SO
Fiil
758
511.5
56
Fiil
163
O
Total
1551
O
4 / 0 200' 400'
KEY MAP SCALE: 1"= 200'
NOT TO SCALE
HUH engineering Inc
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01x-11

W12.1
S12.1
W12.2
W12.4
MATCHLINE - SEE SHEET 8 FOR CONTINUATION
PROPOSED GRADING
2.3
MATCHLINE- SEE SHEET 16 FOR CONTINUATION
` o •` N
•
\ Ns,
PROPOSED DUKE
4 ENERGY 500kV
CORRIDOR
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
four PM
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W12.1
W22
FIII
0.07
0
W12.2
W20
FIII
0.10
0
W12.3
W21
FIII
0.09
0
W12.4
W24
FIII
0.22
0
Total
0.47
0
PerennlelStream Imp is
Impact
Site
Feature ID
tom ND
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
512.1
520
FIII
949
0
5122
522
FIII
330
0
512.3
521
FIII
1689
0
Total
2968
0
htenmittenl Stream Impacts
Impact
Site
Feature ID
tom ND
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
5124
523
FIII
76
0
Total
76
0
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering I ne
of the Carolinas
F)1
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-12

11
t
11 PROPOSED
\ \ 11 1 1 POWER DISTRIBUTION
ll(111 LINE TO SITE
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)1 I I) li 1//� \}11111J�l �I / /� �' 1
�-IJ/�1i/Li,II 7111\Ili'\\\\�i-,
MATCHLINE - SEE SHEET 9 FOR CONTINUATION
11
1
1 —
MATCHLINE - SEE SHEET 17 FOR CONTINUATION
)
S13.1 PROPOSED GRADING
VE - SEE SHEET 14 FOR CONTINUATI
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W13.1
W18A
Fill
0.13
0
W13.2
W19
Fill
0.14
0
W13.3
W8
Fill
0.07
0
Total
0 34
0
Pond Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Area
(AC)
P13.1
P9
Fill
0.20
Total
020
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S131
Sits
Flo
2140
0
Total
2140
0
Ftennittent Stream Ira acts
Impact
Site
S132
Feature ID
from PJD
SY
Impact
Type
Fill
KEY MAP
NOT TO SCALE
Total
Permanent
Impact Length
(LF)
107
107
Temporary
Impact Length
(LF)
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-13

MATCHLINE - SEE SHEET 13 FOR CONTINUATION
N
MATCHLINE - SEE SHEET 10 FOR CONTINUATION
PROPOSED GRADING
Jgc,IL
MATCHLINE - SEE SHEET 18 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Pannone
Impact Area
(AC)
Temporary
Impact Area
(AC)
W14.1
W9
FIII
0.34
0
W14.2
W12
Fill
0.20
0
Total
C90
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Pemtanera
Impact Area
(AC)
P14.1
P13
FIII
3.17
Total
3.17
Perennlel Stream enpacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact length
(LF)
Temporary
Impact Length
(LP)
314.1
S1
Fill
1419
0
Total
1419
0
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-14

MATCHLINE - SEE SHEET 14 FOR CONTINUATION
MATCHLINE - SEE SHEET 11 FOR CONTINUATION
PROPOSED GRADING
MATCHLINE - SEE SHEET 19 FOR CONTINUATION
315.3
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Sita
Feature ID
Awl PJD
Impact
Type
Impact Area
(AC)
Temporary
Impact Area
AIWA
W35
525
W 16.2
W25
524
Total
Perennial Stream Ynpacis
Sptet
Feature
D fromPJD
TYPT
Impact
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LW
515.1
325
Fil
410
Total
410
Intermittent Strwm Im acts
Site
homure D PJD
Impact
Permanent
Impact length
()
Temporary
Impact Length
C)
5153
NDR 58
222
S15.2
526
Fil
163
Total
385
X i
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01x-15

MATCHLINE— SEE SHEET 12 FOR CONTINUATION
PROPOSED INTERIOR
RAIL LINES
PROPOSED GRADING
ui
MATCHLINE — SEE SHEET 20 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
re ID
home PJD
Impact
Type
Permanent
ImpactAreaC
Temporary
P(ct Area
AC)
Fil
Fil
V616.3
MDR Vile
0.1
W 16.4
HDR NM
Fil
0.67
Total
1.37
Pond Impacts
Sitet
homPD PaD
TYPe
Impact
Permanent
Impact Area
(AC)
P16.1
PC
Fil
0.81
Total
0.81
Perennial stream hpecis
Impact
3M
rPJD
horn
Type
Permanent
ImpactLength
(LF
TempLmry
Impacte
F 1Ln9t
S16.1
525I526R
Fill
541
0
S162
S36
Fill
483
S16.3
321
FIII
1818
Total
2312
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-16

MATCHLINE - SEE SHEET 13 FOR CONTINUATION
W17.1
MATCHLINE - SEE SHEET 21 FOR CONTINUATION
PROPOSED GRADING
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
re ID
homa PJD
Impact
Pent,Area
Impactrea
t)
Temporary
Impact
(AD)
W 17.2
W3
0.26
Total
0.29
Pond Vimacts
Site
Feature ID
horn PJD
ImpactImpact
Type
Permanent
MP
(AC)rea
P17.1
P16
Fin
0.39
P17.2
P17
Fill
1.37
Total
1.76
Perennial Aram, Ynpacis
Impact
Site
Feature ID
horn PJD
Impact
Type
Permanent
Impact length
(LF)
Temporary
Impact Length
(LF)
6,1
.5
Fill
861
65
517.2
5A4
FIII
756
Total
1617
65
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-17

W18.1
7
o'
I / o
�/ W
2
L
Z
0
m
z
O
zI
z
z
0
0
ce OI
,..I
•
P18.3
S18.1
MATCHLINE - SEE SHEET 14 FOR CONTINUATION
W18.2
S18.2
S18.2
P18.1
S
8.2
W18.3
S18.3
MATCHLINE - SEE SHEET 22 FOR CONTINUATION
P18.2
N
7 aVetland Impacts
z
O
O
O
PROPOSED GRADING Iw
W
W
Z
F
2
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Impact
Site
Feature
hemPJD
Impact
Type
Permanent
.pact Area
(AC)
Temporary
ImpactArea
15118.1
VV.
Fil
0.07
W18.3
8813
Fill
0.14
16118.4
1/63
Fill
0.005
Total
0.37
0
Pond Imp Is
Impact
Site
Fealure ID
horn PJD
Impact
Tvv
Permanent
Impact Area
P18.1
P13
1 88
P18.2
P15
Fil
6.32
P18.3
P14
Fil
Total
0.41
Perennial Stream impacts
Impact
Site
Feature ID
horn PJD
Impact
Type
Permanent
Impact length
(LF)
Temporary
Impact Length
(LF)
S18.1
S128
FIII
162
S18.2
S1
FIII
752
S18.3
S11
Fill
232
0
Total
11.
0
X i
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Inc
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-18

MATCHLINE - SEE SHEET 18 FOR CONTINUATION
MATCHLINE - SEE SHEET 15 FOR CONTINUATION
MATCHLINE - SEE SHEET 23 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Site
Feature ID
from PJD
Impact
Type
Pennane
Impact Area
(AC)
Temporary
knpact Area
(AC)
W19.1
W34
Fill
0.24
0
W19.2
W14
Fill
0.12
0
W19.3
HDR WF
Fill
0.15
Total
0 51
Merrnittent Stream impacts
Impact
Site
Feature ID
from PHI
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S19.1
HDR S9
FIII
1484
0
Total
1484
0
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
OATS 10/13/2021
SHEET
01x-19

z
O
Z
z
0
0
17
rn
Z
MATCHLINE- SEE SHEET 16 FOR CONTINUATION
MATCHLINE - SEE SHEET 24 FOR CONTINUATION
4
•
520.5
(
N
®GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Wetland Impacts
Impact
Site
Feature ID
flour PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W20.1
4828
Fill
078
W20.2
4832
Fill
0.19
13120.3
HDR WE
F"'Total
2.80
Memident Stream Impacts
Impact
Site
Feature ID
firm PJD
Impct
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S20.3
HDR S9
FIII
417
S20.5
531
Fig
9
Total
443
50.
Perennial Stream Impacts
Site
firm PJD
Type
Impact Length
Impact Length
S20.2
S21
Fill
1738
S204
S30
Fill
1708
45
S20.5
331
FI8
187
Total
SOW
45
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-20

MATCHLINE - SEE SHEET 17 FOR CONTINUATION
F)1
HUH engineering Me
of the Carolinas
e'F2gliefiF0Free""e
NCBE LS Leen. Number F 0116
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
2) NO JURISDICTIONAL IMPACTS THIS SHEET
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
10/13/2021
SHEET
01X-21

L-,:- ' .
r - _Th , r \ \ t ) �i
/
111 / �-i////)J/ / /
� ,-/
o 01 //—'tiii/)IqI( Jl
° 7- I), 4),/ -//l,1 ((f
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ff-
/.
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/�///// /
MATCHLINE - SEE SHEET 18 FOR CONTINUATION
FEZ
HUH engineering Me
of the Carolinas
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S22. 1
S1
HI
406
41
Total
406
41
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-22

S23.1
MATCHLINE - SEE SHEET 19 FOR CONTINUATION
W23.1
NON -JURISDICTIONAL
POND (PB), 0.98 AC.
//---_7
/ .I /,
/ ---, NON -JURISDICTIONAL _
WETLAND (HDR WD), 0.02 AC. -�
_ — p
MATCHLINE - SEE SHEET 25 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W23.1
WW
Fill
0.15
0
Total
0.15
5 00
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S23.1
S17
Fill
573
55
Total
573
55
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
F)1
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-23

524.3
524.2
S24.1
524.2
S24.5
MATCHLINE- SEE SHEET 20 FOR CONTINUATION
W24.1
S24.4
PERENNIAL
524.2
i
S24.2
PROPOSED INTERIOR
RAIL LINES
524.4
INTERMITTENT
PROPOSED GRADING
MATCHLINE-SEE SHEET 26 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Shetland Impacts
Impact
Site
home PJD
Impact
Penn[ Area
.pactArea
C'
Temporary a
Impact(AD)
INN 1
HT. WS
Total
Perennial Stream Impacts
Impact
Site
Feature
homPJD
Type
Permanent
Impact� gth
(LF)
Temporary
ImpactLang.
(LF)
S24.4
HDR S3
FII
412
Total
23412
40
htmmittent Stream Impacts
Impact
Site
Feature ID
horn PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S24.3
HDR S4
Fill
450
S24.4
HDR S3
Fill
422
5..5
HDR S5
FIII
21
0
Total
.3
0
irtr
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-24

MATCHLINE— SEE SHEET 23 FOR CONTINUATION
(
) NON —JURISDICTIONAL
) POND (PB), 0.08 AC.
HUH engineering Me
of the Carolinas
FEZ
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
01X-25

MATCHLINE- SEE SHEET 24 FOR CONTINUATION
1
1
i — — —� Air
%�
\\ _\\\*\\\,l\\`
N
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
2) NO JURISDICTIONAL IMPACTS THIS SHEET
Perennial Stream Impa is
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S26.1
HDR S2
Fill
68
47
Total
68
47
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
HUH engineering Me
of the Carolinas
FEZ
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-26

Legend
„r n Expanded Interchange Study Area
tg000
Pleasant
Garden
?ON
-Winston-Salem o
Greensboro Durham
p o ocky Mount
P ! E N T GRaleigh
NORTH
tear: CAROLINA
Charlotte Faau
Miles 80
of ayeneville
Greene,
Croe
W., salsa Jadsonvrlea auFr.O
Forest Oaks
Climax
41
oY
°ek
Oo`
I yank vQ
on9
e0�� �px
Transportation Improvements .
ul
ul
µ.
I.P °ng
CO" R
uneny
I 4
Cedamck
Park
9litt
CANE CREEK MOUNTAINS
Sroty Camp
0a'
cte
VICINITY MAP
FIGURE 1

aY' i�M�"J♦�
Legend
Transportation Improvements
Feet 2.000
FIGURE 2

Legend
nExpanded Interchange Study Area
Feet 1,600
J
AERIAL PHOTOGRAPHY MAP
FIGURE 3

v ao
Legend .
n Expanded Interchange Study Area
1
1
o Feet a000
•
c .
•
t,.
•
HI[I I, P.---Int
r—�
0 Miles 15
/ - 1. .160diel.
' ,:__-/---\1 V
•
- - GCrLFexj CO . )•
USGS TOPOGRAPHIC MAP
FIGURE 4

Legend
QExpanded Interchange Study Area
NRCS Soils
Feet 1600
ApB -Appling sandy loam, 210 6 percent slopes
ApC -Appling sandy loam, 6 to 10 percent slopes
CbC - Call6on-Misenheimer complex, 6to 10 percent slopes
CcC - Cecil sandy loam, 8 to 15 percent slopes
CeB2- Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded
ChA-Chewacla loam, 0 to 2 percent slopes, frequently flooded
CmA- Chewacla and W ehadkee soils, 0 to 2 percent slopes, frequently flooded
HeB - Helena sandy loam, 2 to 6 percent slopes
HeC - Helena sandy loam, 6 to 10 percent slopes
MaC - Mecklenburg loam, 8 to 15 percent slopes
MCB2 - Mecklenburg clay loam, 2 to 8 percent slopes, moderately eroded
PaC - Pacolet fine sandy loam, 8 to 15 percent slopes
RnG - Rion loamy sand, 8 to 15 percent slopes
VaB - Vance sandy loam, 2 to 8 percent slopes
VaC - Vance sandy loam, 8 to 15 percent slopes
W - Water
WpC - W lkes-Poindexter-Wynott complex, 8 to 15 percent slopes
VNB - Wyno8-Enon complex, 2 to 8 percent slopes
VNC - Wyno8-Enon complex, 8 to 15 percent slopes
W✓B2 - Wynott-Enoncomplex, 2 to 8 percent slopes, moderately eroded
NRCS SOILS MAP
FIGURE 7

Legend Virv,
,M
gi n �,-11 Expanded Interchange Study Area ,» 1
+� 1%Annual Chance Flood Hazard
r-� 0 Feet 1aoo k
FEMA FLOODPLAIN MAP

N
__ - —
LEGEND
q f,_ L rr _
)
EXISTING WETLAND
102
I
v %. '� r
EXISTING POND
7�\ N
�- ,
�.
-
� 0(\
4
ii
�
-• i Y
��
_- d
�a.
EXISTING PERENNIAL
STREAM
EXISTING INTERMITTENT
I I oto irr
[�
Cry
STREAM
��
6
PERMANENT WETLAND
IMPACT
XG
kg /1J
—
TEMPORARY WETLAND
IMPACT
,
Itl
; 4.4
PERMANENTPOND
MP C
V 6%,.)
l�
PERMANENT STREAM
4
a
\ • A "@'�
IMPACT
TEMPORARY STREAM
\ \o�
\ \
KEY MAP
IMPACT
TRANSPORTATION
COORIDOR BOUNDARY
NOT TO SCALE
F�2
F4i".",er7w""
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-01

Wetland Impacts
Impact
Number
Sheet
Number
Wetland ID
Lat.
(decimal
degrees(
Long. (decimal
degrees)
Type of
Impact
Type of
Wetland
(Covcardin)
Area of
Permanent
Impact (acres)
Area of
Temporary
Impact
(acres)
8912.1
2
WI
35.89383
-79.6541203
Fill
PFO
0.018
0
WT4.1
4
WO
35.89289
-79.6543259
Fill
PFO
0.0004
0
WT8.1
8
WH
35.87717
-79.6327779
Fill
PFO
0.0004
0
WT8.2
8
HDRWC
35.87958
-79.6275104
Fill
PEM
0.003
0
9(19.1
9
WSA
35.8751
-29.6281868
Fill
PEM
0.035
0
9119.2
9
WS
35.87448
-79.6284527
Fill
PFO
0.014
0
9119.3
9
WK
35.8741
-79.6292021
Fill
PEM
0.168
0
9119.4
9
WN
35.87394
-79.6260749
Fill
PFO
0.066
0
Total
0.305
0
Open Water Impacts
Impact
Number
Sheet
Number
Open Water
ID
lat.(decimal
degrees)
Long. (decimal
degrees)
Type of
Impact
Waterbody
Type
Area of
Impact
(acres)
P78.1
8
P18
35.877735
-79.6378387
Fill
Pond
01101
PT8.2
8
P19
35.8780052
-79.6280614
Fill
Pond
00066
PT9.1
9
PO
35.8740277
-79.6296036
Fill
Pond
0.38
Total
0.90
Stream Impacts
Impact
Number
Sheet
Number
Stream
ID
Tat.
(decimal
degrees(
Long. (decimal
degrees)
Type of
Impact
Perennial
(PER)or
Intermittent
(INF)
Average
Stream
Width
(feet)
Permanent
Impact
Length
(linear feet)
Temporary
Impact
Length
(linear feet)
Impact Area
(square feet)
ST2.1
2
SE
35.894183
-716546671
Culvert
PER
6
32
0
190
ST4.1
4
SE
35.892565
-716541181
Culvert
PER
10
584
0
5,845
5T4.2
4
SE1
35.891597
-79.6543983
Culvert
PER
5
170
0
850
5143
4
SW
35.890681
-716520941
Culvert
INT
4
727
0
2,908
515.1
5
S1
35.891874
-716146361
Culvert
PER
3
210
0
629
515.2
5
540
35.891585
-716460359
Culvert
INT
3
395
0
L185
516.2
6
SE
35.886469
-79.6414069
Culvert
PER
10
21
0
210
516.3
6
SE
35.886031
-79.6134009
Culvert
PER
10
8
0
83
ST7.1
7
S17
35.883069
-73.6270705
Culvert
PER
3
309
0
927
ST8.1
8
NOR S6
35.879249
-73.6278092
Culvert
PER
3
469
0
L406
ST9.1
9
SX
35.875076
-716281908
Culvert
PER
3
416
0
L247
ST9.2
9
SO
35.874564
-73.6288686
Culvert
PER
5
391
0
L957
ST9.3
9
SS
35.874564
-73.6288686
Culvert
INT
3
168
0
505
Perennial
Sub -Total
2,609
13342.08
Intermittent
Sub -Total
1,290
4998.00
Grand -Total
3,900
r 0
17,940
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
10/13/2021
SHEET
02X-01A

\ \
N
\ 44 ---..\
N.
N \
411k_
N
N
ST2.1
WT2.1
MATCHLINE - SEE SHEET 02X-04 FOR CONTINUATION
ledinnalimpnels
torn P.10
Cannoned
hiped Area
VC)
Irrnad Nee
Fill
0018
TOIRI
torn P.10
la Lena.
1,1
larTned Length
SE
Cadet
Total
ONTINUATION
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE 10/13/2021
SHEET
02X-02

MATCHLINE - SEE SHEET 02X-02 FOR CONTINUATION
\ \
V \ WT4.1 �a A
\ \ \\
\ � \
v � vN�� y vv
w��zo�,
N.
\ \
\ \ V
\ \
\ \
\ \
ST4.2 \ \� \
\ \
ST4.1
Wet.] impede
Endue 11,1.
torn RIO
Invect
Fternanerd
hinficl Area
enneet Nee
Fill
Lfolel
Paerniel amain Impact
Falun In
torn ND
TYPe
nerg
�L
(L�.,
SE
nen
Cieunt
Lfolel
1312
Intern.. Stearn Mgr.
Falun In
torn ND
TYPe
Rerneneri
Irreecl Len.
LF
syy
z
0
z
a
O
\ w
N. N.
U
F
L
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
Lice. Number: In
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-03

MATCHLINE - SEE SHEET 02X-05 FOR CONTINUATION
N
torn CD
Cannoned
Innad Area
VC)
Terrinnean
Irripad Nee
(AC)
Fill
03
Total
Perennial St nem 1
inn CU
Crane
Ane
noon( Leon.
1,1
derma, n
575.1
Cann
2-10
Told
210
Intemehentareern newt
Inroad
nee
torn CD
laden(
TYPn
LM
(LFn
Told
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
10/13/2021
SHEET
02X-04

MATCHLINE - SEE SHEET 02X-04 FOR CONTINUATION
v
V y v
0
v v \
N
ST6.3
N
Perenn Wear pa,
STS
SE
SE
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-05

MATCHLINE - SEE SHEET 02X-07 FOR CONTINUATION
Perennial Steam Invect
torn P.113
TYW
Impact
pernnert
F11
517
309
Total
309
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-06

MATCHLINE - SEE SHEET 02X-06 FOR CONTINUATION
ST8
PT8.1
MATCHLINE - SEE SHEET 02X-08 FOR CONTINUATION
impecly
Feildue
Tom MD
Impect
Mmmemerd
cm
TeMPCMYY
iAC)
Fill
WTI, 2
Total
MondMmply
Feildue
Tom MD
Impact
Type
Ame
cm
Fill
Tolel
0.12
SIRE11711mock
Feildue
rem MD
Impact
Trim
wa a nerrl
mm
1,1
110,50
Told
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-07

MATCHLINE - SEE SHEET 02X-07 FOR CONTINUATION
PT9.1
WT9.
ST9.1
WT9.4
L ST9.3
Impeols
in*
Torn P.10
Au
cm
Med Pee
BAC)
2.1791
INSA
Fill
0.64
WS
Fill
TOIRI
Pond mpem
Ste
torn PM
i
TYPe
Asa
IA 1
TOIRI
Impact
SAB
fern P.19
Ana
Type
lisped LeA2n
tw
Len.
tw
SX
Al
391
ToDI
1197
Impact
Site
FeAlue IS lisped
torn PM Type
Perms.
u
1�
Len.
SISS
SS alust
1013
163
KEY MAP
NOT TO SCALE
0 200 400
SCALE: 1" = 200'
F�2
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-08

/
Legend
— City of Greensboro Wastewater Extension
- City of Greensboro Water Extension
h Feet 10,000 4
^�q
•az.r��
Pleasant
Garden
RANDO_p. _ _
nlacx50urg
Fore
Winston-Salem o
Greensboro Durham
o
P I E N T °R sleigh
Ur NORTH
Neiza9 CAROLINA
Charlotte Faeu
Miles 80
0 ockY Mount
oayelleyille
Luu845tl rse Jadsonvllle
0
Greerm
FEZ
9051f
Forest Oa I¢
climax
om .rm �Qr00
0 `I
I
c°
Qro
JWater Extension]
Sao Uy
Sandy
Golf Club
Cedeuck
Park
9J6X
CANE C{REEK MOUNTAINS
Snow Camp
VICINITY MAP
PROPOSED WATER MAIN AND FORCE MAIN SEWER
FIGURE 1

Legend
City of Greensboro Wastewater Extension
— City of Greensboro Water Extension
_ Megasite Boundary
Fey 2,500
o«vnaa«i
SaponiItse
Bmlut„on
raw:
AERIAL PHOTOGRAPHY MAP
PROPOSED WATER MAIN AND FORCE MAIN SEWER
FIGURE 2

�ITla1D-S� 'Ti \ -Y :1 '
LEGEND
- City of Greensboro Wastewater Extension
- City of Greensboro Water Extension
Megasite Boundary
f-� 0 Feet 2,000 6,
FEZ
,b.
_i -44
USGS QUANDRANGLES: CLIMAX, KIMESVILLE, GRAYS CHAPEL AND LIBERTY
PROPOSED WATER MAIN AND FORCE MAIN SEWER
FIGURE 3

LEGEND
- City of Greensboro Wastewater Extension
- City of Greensboro Water Extension
0.2%Annual Chance Flood Hazard
1% Annual Chance Flood Hazard
Megasite Boundary
Feet 2,500
.assie• Y I \
FEMA FLOODPLAIN MAP
PROPOSED WATER MAIN AND FORCE MAIN SEWER
FIGURE 6

F�2
iswo '"'eNCBELS License Number F-0116
go
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE
SHEET
05312018
03X-00

Wetland Impacts
Impact
Number
Sheet
Number
Wetland ID
Lat. (decimal
degrees)
Long.
(decimal
degrees)
Type of
Impact
Type of
Wetland
(Cowardln)
Area of
Permanent
Impact (acres)
Area of
Temporary
Impact (acres)
WS5.1
5
W-A-190-1
35.869143
-79.627752
CLEARING
PFO
0.11
0.00
WS6.1
6
W-B-181-6
35.870524
-79.628747
CLEARING
PEM
0.00
0.07
WS6.2
6
W-B-181-6
35.870986
-79.629054
CLEARING
PEM
0.00
0.05
WS8.1
8
W-C-183-3
35.883935
-79.638183
CLEARING
PSS
0.00
0.01
W59.1
9
W-D-182-2
35.902671
-79.649545
CLEARING
PSS
0.00
0.07
WS9.2
9
W-E-182-3
35.902626
-79.646441
CLEARING
PEM/PSS
0.00
0.08
WS9.3
9
W-B-183-1
35.902961
-79.639914
CLEARING
PEM
0.00
0.01
WS10.1
10
W-B-183-2
35.903147
-79.636891
CLEARING
PEM
0.00
0.01
WS10.2
10
W-D-183-2
35.90319
-79.635919
CLEARING
PEM
0.00
0.01
WS11.1
11
W-D-182-4
35.902781
-79.622182
CLEARING
PSS
0.00
0.01
WS12.1
12
W-A-182-5
35.901815
-79.618279
CLEARING
PEM
0.00
0.01
WS12.2
12
W-A-182-2
35.900386
-79.612446
CLEARING
PFO/PEM
0.01
0.00
WS13.1
13
W-C-182-2
35.905386
-79.654074
CLEARING
PFO
0.01
0.00
WS14.1
14
W-E-182-2
35.917792
-79668686
CLEARING
PFO
0.02
0.00
WS15.1
15
W-E-182-1
35.923044
-79.674129
CLEARING
PFO
0.04
0.00
Total
0.19
0.33
F�2
aiswo Street,s ego
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 05_312018
SHEET
03X-01

Stream Impacts
Impact
Number
Sheet
Number
Stream ID
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Type of Impact
Perennial (P)
or
Intermittent
(I)
Average
Stream
Width
(feet)
Permanent
Impact
Length
(linear feet)
Temporary
Impact
Length (linear
feet)
Impact Area
(square feet)
SS5.1
5
S-A-190-4
35.866464
-79.622251
STABILIZATION
1
6
20
20
240
SS5.2
5
S-A-190-4
35.866488
-79.622650
STABILIZATION
1
6
20
20
240
SS5.3
5
S-A-190-2
35.866531
-79.623971
STABILIZATION
P
15
21
21
630
SS5.4
5
S-A-190-1
35.868492
-79.627243
STABILIZATION
P
15
20
20
600
SS7.1
7
S-A-1S3-2
35.789130
-79.633727
STABILIZATION
1
4
32
21
212
SS7.2
7
S-A-1S3-3
35.882835
-79.636832
STABILIZATION
P
4
21
25
184
SSS.1
8
S-C-1S3-1
35.883935
-79.638183
STABILIZATION
1
4
0
41
164
SSS.2
8
S-D-1S3-4
35.886291
-79.641971
STABILIZATION
P
7
21
22
301
SS10.1
10
S-D-183-2
35.903195
-79.635911
STABILIZATION
1
3
13
0
39
SS13.1
13
S-B-182-4
35.907172
-79.656435
STABILIZATION
1
4
0
43
172
SS13.2
13
S-E-182-3
35.910407
-79.660758
STABILIZATION
1
4
25
20
180
SS14.1
14
S-E-182-1
35.919983
-79.670978
STABILIZATION
P
6
0
38
228
Total
193
291
3,190
F�2
gig Street, ego
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 0513112018
SHEET
03X-02

20' PERM.
EASMENT (MIN./
St.....TOP
/f
OF RANK
STREAM
it
Yl-AP.
�`Y vc°
mow•
�'..
NATURAL
GROUND
CROSSING
Q
S•
RIP -RAP
TYPICAL
PIPE
PLAN
SYNTHETIC FILTER
FABRIC
TOP OF BANK RIP NAP SHALL NOT
OAAINAGE DITCH EXTEND ABOVE NORMAL
OR SMALL STREAM HIGH WA TEfl MARK
ada.
EX. INV. S
CREEK o
SYNTHETIC FILTER
FABRIC (AS PER
3- NCOOT SPEC 81056.
TYPE-21
4V CROSSING PIPE IV
IB" CLASS I
RIP -RAP
SECTION A —A
NOTES'
1) PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2) CLASS I PIP -RAP TO BE LAID MIN. IB INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER).
3) CLASS II RIP -RAP USED IN LARGER STREAMS (A5 DIRECTED BY ENGINEER).
4) AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD 6.O.L EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
5) ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
MATTING OR APPROVED VEGETATIVE COVER.
CITY OF GREENSBORO
STANDARD PERMANENT CREEK STABILIZATION
STD. NO.
REV.
0
WITH MAINTENANCE CROSSING
214
03 s7 oB-os'
03-05 I
F�2
NCBELS License Number F-0,6
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE
05(31(2018
SHEET
03X-03

PUMP
—
�y
Q d
„
PROPOSER
EARTH BERM
TEMP. CONSTRUCTION (TYP.I
STREAM CROSSING �10'
MIN.
CRIPSRAP
G
NOTES:
1) Cg0SION STONE TO BE "CLASS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON
ONSTRUCTZON PLAN.
Ll
FLOW—>•
�
MAP
DE SLOPE
2) PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
�I
Go GAG
PLAN.
2N—
--
'A) EMRURNEMROSN OBEDNOEHLON2UONPNSET
�
�y
ey
4) PUMP ANO LINE SIZE TO BE OE ZAslINEO BY THE CONTRACTOR USING. THE BASE FLOW
�r%�{•
=�
�1q-
1
T
��',�
•
_ �,
Ir
SHDNN DN THE CONSTRUCTION PLANS.
57 WIDTH OF CONSTRUCTION EASEMENT SMALL BE MINIMIZER BASED UPON FIELD CONOZTZONS.
ANY OISGATIONE(SI EXCEEDING 40' MAY REQUIRE ABOITIONAL WATEq QUALITY PERMITTING
OR MITIGTION.
Q°
STREAM
FLOWww"'"' ••
tiT •
ws
}
°
f°°.
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FL. FROM AREA UPSTREAM OF TEMPORARY STREAM
CRPSSIN6 TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING ANO
TEMP.
24' TO
24. CMP
CLA55 I"
RIP RAP
�^
CROSSING.
PIPE
5'
MIN
I
2— E TP
i!f+K$6}s
} _ {
y -
E
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
21 IWNSTALL UPSTREAM RAM, FIL TER FABRIC. ANO TEMPORARY CMP. COVER PIPE INL FT
A FABRIC ANO SAND BAGS AS SHOWN IN INSET WHILE WORKING IN THE STREAM_
ALLOW STREAM FLOW THROUGH CMP. AS SHOWN IN INSET B' WHEN NOT WORKING WITHIN
THE STREAM.
PROP05E0
EARTH BERM
20'
L 10'
r MIN.
P I
o s cr eaV.
3/ INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
(TYP.I
FaL rc
ON ZI TtFAax n
PUU
50 CONSTRUCTION EASEMENT
NEE NOTE 5)
PROPOSER
EARTH BEAM PLAN
v.)
12 TOP OF FROM
MIN. PUMP
4) INSTALL PROPOSED EARTH BERMS ALONG TOP. OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL OEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEBATER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INST LL THE PO' X 10 SEDIMENT TRAP OR SILT BAC.
T/ UPON CONSTRUCTION COMPLETION. REMOVE TEMPORARY DAMS, FILTER FABRIC, ANO
' BANK
aM. i'w. aM1s sox
TEMPORARY CMP DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTILPIP RAP , LEVEL KT. TOP OF
FOR IN THE CONSTRUCTIONTPLANS BOTTOM. CONVERT TO 506 STANDARD f214 IF CALLED
5 N AeF { 2TEMP.TO
A 42" CMP
pJ =i1:.:
EM. INV. � TEMPORARY
CREEK STONE DAM
POLYETHYLENE FABRIC
\ \ ON FACE (B ME THICK)
as -CROSSING
lit PIPE
0) UPON STABILIZATION OF CLEARED AREAS. REMOVE TEMPORARY EARTH BERM SEDIMENT
TRAP. ANO DENA TERING BASIN.
R
W
B
...Watt:iv
A INSTALL SANDBAGS ZN PIPE INVERT D FABRIC WHILE PUMPING
-_� 4000N0 OUgINO CONSTRUCTION IN STREAM..
POL ETHYLENE`FABR CC
le PC woo B REMOVE SANDBAGS B FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
SECTION A -A
OF a
R
z OF z
1
ITY OF GREENSBORO
C I T Y OF GREENSBORO
STANDARD TEMPORARY CREEK
STD. NO.
REV.
STANDARD TEMPORARY CREEK
STD. NO.
REV.
,•
CROSSING DURING CONSTRUCTION
213
0f-91 06-05
03-, 09-05
03-05
CROSSING DURING CONSTRUCTION
213
01-9105-05
03-, 02-05
03-05
F�2
NCBELS License Number F-0,6
PROJECT NE- I ORLD
JURISDICTIONAL IMPACTS
DATE
05)31)2018
SHEET
03X-04

r
( (� SS5.2
1i
0
of
MATCHLINE - SEE SHEET 03X-06 FOR CONTINUATION
I SS5.4
Sandy CCeek
OLD 421 RD
GS
KEYMAP
Weland Impacts
I rrpact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Terporary
Impact Area
(AC)
WS5.1
W-A-190-1
CLEARING
0.11
0.00
Total
0.11
0.00
Perennial Stream Impacts
Irrpact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
555.3
S-A-190-2
STABILIZATION
21
21
555.4
S-A-190-1
STABILIZATION
20
20
Total
41
41
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Terporary
Impact Length
(LF)
555.1
S-A-190-4
STABILIZATION
20
20
555.2
S-A-190-4
STABILIZATION
20
20
Total
40
40
f
SS5.3
,1 (II/ VII Jy( pl
))11i1(III—A))1/ J
)1111
/(I)I
J
y))//,yAVv/\��A\0A1 (
\y�v��i yAVAvA \AAVAV/�AAOlam(
l`VA( \VAVA 11V11111j111�11 11 V (�
itWWI
\) IA1 111111
\V'VA 11 VAAt\
/ 11A/A A,
1� VAA A �A V1A
11 1A\1 V1.
211 1 1
1 v(I�)i1v�ii)r i(y 7/,// i� \I,I
\ 1 / j1,i111 -i///_1/
1 11(1 7/
1 A'i1 v
11 �1 2" PUMP
1 I ) ( A �' STATION
SS5.1 I 1 A 1 SITE
LEGEND
`V te( rlt
�
V l'tt-
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
!Iwr/i'
STARMOl3NT YtD
SR2407
' l V 1 /
It,(1 \ 11 t 1 I// (/ —��) f I� vJ
I\ / I V ((I /(/
1
/ 1 A V A.— I ) (I ) 0 I 200' 400'
SCALE: 1"= 200'
F�2
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 053112010
SHEET
03X-05

Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS6.1
W-B-181-6
CLEARING
0.00
0.07
WS6.2
W-B-181-6
CLEARING
0.00
0.05
Total
0.00
0.12
0200' 400' 2�
SCALE: 1"= 200'
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
0
2
z
F�2
a swo�,s ego
NCBELS License Number F-0,6
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 0513112018
SHEET
03X-06

z
SS7.2
REF
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS7.2
S-A-183-3
STABILIZATION
21
25
Total
21
25
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS7.1
S-A-183-2
STABILIZATION
32
21
Total
32
21
-24
200' 400'
SCALE: 1"= 200'
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
SS7.1 / r 1 111� ( \1, I I`, �\\\\\\ _ \
E \11A
2
F�2
a swo 1 ego
NCB L License Number F-0116
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 05 312018
SHEET
03X-07

Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS8.1
W-C-183-3
CLEARING
0.00
0.01
Total
0.00
0.01
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS8.2
S-D-183-4
STABILIZATION
21
22
Total
21
22
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS8.1
S-C-183-1
STABILIZATION
0
41
Total
0
41
rmAUK�� ��
__ SS82
/ / %i-i/ J \1V1AV \)�:, IS 1�
/ (
_ _
�� S HWY 4-21 — __ / -)
0 200' 400'
SCALE: 1"= 200'
LEGEND
Waif
SS8.1
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
E
VAAIA� �/1�0 WS81
`� -1
X
— — I 0
0
0
Z
1
2
Ic
I
Im
F�2
a�swo '"te-°o
NCBELS License Number F-0116
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE
0513112018
SHEET
03X-08

\
Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS9.1
W-D-182-2
CLEARING
0.00
0.07
WS9.2
W-E-182-3
CLEARING
0.00
0.08
WS9.3
W-B-183-1
CLEARING
0.00
0.01
Total
0.00
0.16
) ai
F�2
a�swo '"te-°o
NCBELS License Number F-0116
LEGEND
Waif
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
Z / glfl
i��, WS9.33
a_
/
'af
DATE 053112018
SHEET
03X-0 ❑
I1
m
0
O
2
C

Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS10.1
W-B-183-2
CLEARING
0.00
0.01
WS10.2
W-D-183-2
CLEARING
0.00
0.01
Total
0.00
0.02
Intermittent Stream Imp cts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
SS10.1
S-D-183-2
STABILIZATION
13
0
Total
13
0
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
i PROPOSED WATER MAIN
I0I
I I Z
wsio.1) 1 �i%'ssio.1�,�64 .!���
1127 (SR 1006)
wS10.2 S
1 !
1�
_I �
man =
t s ,_
= %��_--� `1� 1 (/ __ �, __f ems.' y®--""`° �X
g
N
�Q IA
3 f.
O 0
cr
m 1Z
C
)4
1z
co
0 200' 400'
SCALE: 1"= 200'
z
1
F�2
a:swo sass ego
NCBELS License Number F-0,6
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE
053112018
SHEET
03X-10

Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS11.1
W-D-182-4
CLEARING
0.00
0.01
Total
0.00
0.01
X-10 FOR CONTINUAT
w
_
/-:
\\V \//r- �V
\\ N \\Jiffff
J `a
0 200' 400'
SCALE- 1"= 200'
LEGEND
EXISTING WETLAND
EXISTING POND
.................
EXISTING PERENNIAL STREAM
1/ /r-?
2(r
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
HS 33S - 3NI11
(SR 7006)/ .-a _.".,-.,,,ti o
0
///iy///z
0
F�2
a�swo s'"'ego
NCBELS License Number F-0116
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE
0513112018
SHEET
03X-11

11 FOR CONTINUATION
Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS12.1
W-A-182-5
CLEARING
0.00
0.01
WS12.2
W-A-182-2
CLEARING
0.01
0.00
Total
0.01
0.01
LEGEND
WO
I P 2
_ue >
z //y ��� _ NW'- / ��� �I VA,�1oos)' _.. , i)/ �).Ca D4IAlr�Ra.
i
2
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
0 200'
400'
SCALE: 1"= 200'
F�2
a swo 1 ego
NCB L License Number F-0116
PROJECT NE\ \ ORLD
JURISDICTIONAL IMPACTS
DATE 05312018
SHEET
03X-12

SS13.2
0
Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS13.1
W-C-182-2
CLEARING
0.01
0.00
Total
0 01
0.00
I nternittenl Stream I mpacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Length
(LF)
Temporary
Incpat Lenglh
(LF)
SS13.1
S-B-182-4
STABILIZATION
0
43
0013.2
S-E-182-3
STABILIZATION
25
20
Total
25
63
200' 400'
SCALE: 1"= 200'
F�2
a swo airs ego
NCB L License Number F-0116
LEGEND
!!/ ( ``'/,//r '
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
likr:14 imp., LAIR
mp7s4.( WS13.1 _b
TrAw
/
/// s- .A emu(
DATE 05 312018
SHEET
03X-13

Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Welland Impacts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS14.1
W-E-182-2
CLEARING
0.02
0.00
Total
0.02
0.00
Pe
nial
ea
cts
Impact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Lengt
(LF)
Temporary
Impact Length
(LF)
0014.1
S-E-182-1
STABILIZATION
0
36
Total
0
38
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
qli//(l t' V �/�
\flRlA 11 / i.,� Ill rlll� I i ii iV�A PC ,/
�\,SS141 1'/ / J\j III 4 Illz /i. A��1\\J� )/�$1 I�r/1 i
— r r t I - �� ys T f /
fi ? °
A
lily l..1Tz, \ �.: ////��
I
ip
I
200' 400'
SCALE: 1"= 200'
F�2
555 Fa ahiswo 1 ego
NCB L License Number F-0116
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 05_312018
SHEET
03X-14

Impacts on this sheet are within the
Haw River Subasin (Cape Fear 02)
Welland Impacts
I rrpact
Site
Feature ID
from PJD
Impact Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WS15.1
W-E-182-1
CLEARING
0.04
0.00
Total
0.04
0.00
—
•` x�o (SyRQ'
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT STREAM IMPACT
(COG STD. 214 - SEE 03X-03)
TEMPORARY STREAM IMPACT
(COG STD. 213 - SEE 03X-04)
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
LEGEND
Ilir
0 200' 400' 2
SCALE: 1"= 200'
z
2
F�2
Street sme-00
772 swoNCB L License Number F-0116
PROJECT NE- - ORLD
JURISDICTIONAL IMPACTS
DATE 05_312018
SHEET
03X-15

kLegend
1-7StudyArea
5r
0 Feet 10,000
Jamestown
iandover Resort
.GollG tub
Plea sinl
Garden
>Mal
RAND()
oBristol
}, Forest
N' Oea
Farah
sheville
AMarem Blacksburg
FZe
Winston-Salem o
P
Gr_ensboro Durham
N T Raleigh
.Rocky Mount
NORTH Green,
Na CAROL INA
Charlotte Fa.M
Gra
Mlles 80
A
Lumbee Sdtse Jacksonville
0
Lr
rone Camp
Joy
J51f
Forest Oalvs
Climax
t;m
Sandy
Creek
Golf Club
0c
Liberly
91411
CANE CREEK
Sn
Ste
VICINITY MAP
DUKE ENERGY 100KV TRANSMISSION LINE STUDY AREA
FIGURE t

Legend
n Study Area
0 Feet 3,000 A
AERIAL MAP
DUKE ENERGY 100KV TRANSMISSION LINE STUDY AREA
FIGURE 2

Legend
n Study Area
0 Feet 3,000
Miles 25
USGS TOPOGRAPHIC MAP
DUKE ENERGY 100KV TRANSMISSION UNE STUDY AREA
FIGURE 3

F�2
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE
05252018
SHEET
04X-01

LEGEND
EXISTING WETLAND
EXISTING POND
• - EXISTING PERENNIAL STREAM
EXISTING INTERMITTENT STREAM
555555555555555555555555
PERMANENT WETLAND IMPACT
TEMPORARY WETLAND IMPACT
PERMANENT POND IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM IMPACT
Wetland Impacts
Impact
Nunber
Sheet
Nunber
Wetland
ID
Lat. (decimal
degrees)
Lang. (decimal
degrees)
Type of
Enpact
Type of
Wetland
(Cowardin)
Area of
Permanent
Impact (acres)
Area of
Temporary
Impact
(acres)
WP6.1
6
WA 35.9088
-79.7334
Clearing
PEM1E
0.00
0.04
WP9.1
9
WB 35.9005
-79.7184
Clearing
PEM1EIPSSIE
0.00
0.02
WP10.1
10
WG 35.8974
-79.7048
Clearng
PEM1E
0.00
0.02
WP11.1
11
WF ( 35.8972
-79.7035
Clearing
PEM1E
0.00
0.01
WP11.2
11
WC
35.8971
-79.7003
Clearing
PSS
0.00
0 01
WP12.1
12
WH
35.8967
-79.6916
Clearing
PEM1EIPSSIB
0.00
0.01
WP13.1
13
WI ( 35.8957
-79.6835
Clearing
PEM1E
0.00
0.01
WP22.1
22
W39 35.9023
-79.6405
Clearing
PFO
0.08
0 00
Total
0.08
0.12
F�2
PROJECT GRMS
DUDE ENERGI CORRIDORS
JURISDICTIONAL IMPACTS
DATE
05252018
SHEET
04X-02

EXISTING DUKE
ENERGY CORRIDOR
OHE J
SEE NOTE 2
x
0
m
SEE NOTE 2
OHE E J OHE
PROPOSED DUKE
ENERGY 100kV !.\
CORRIDOR 1
•
LT]
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 05252018
SHEET
04X-03

L
SEE NOTE 2
oy\`
0
O
w
Iw
z
UHF \ x
J` PROPOSED DUKE
ENERGY 100kV /
CORRIDOR '
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILI_ED
FOR CROSSINGS IF NECESSARY.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-04

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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILI_ED
FOR CROSSINGS IF NECESSARY.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-05

OHE
PROPOSED DUKE
ENERGY 100kV
CORRIDOR
SEE NOTE 2
MATCHLINE - SEE SHEET 7 FOR CONTINUATION
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED.
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WP6.1
WA
CLEARING
0.00
004
Total
0.00
0.04
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
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PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 0525L2018
SHEET
04X-06

MATCHLINE - SEE SHEET 6 FOR CONTINUATION
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILI_ED
FOR CROSSINGS IF NECESSARY.
DATE 05252018
SHEET
04X-07

PROPOSED DUKE
ENERGY 100kV
CORRIDOR
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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-08

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SEE NOTE 3
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2
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED.
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WP9.1
WB
CLEARING
0.00
0.02
Total
0.00
0.02
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-0_

LLI
PROPOSED DUKE
ENERGY 100kV
CORRIDOR
WP10.1
SEE NOTE 3
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED.
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WP10.1
WG
CLEARING
0.00
0.02
Total
0.00
0.02
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
a�swo sa�,s��e�o
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-10

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ENERGY 100kV
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SEE NOTE 3
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MATCHLINE - SEE SHEET 12
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED.
Welland Impacts
Irrpact
Site
Feature ID
from PJD
Irrpact
Type
Permanent
Impact Area
(AC)
Temporary
I rpacl Area
(AC)
WP11.1
WF
CLEARING
0.00
0.01
WP11.2
WC
CLEARING
0.00
001
Total
0.00
0.02
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-11

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OHE
PROPOSED DUKE
ENERGY 100kV
CORRIDOR
OHE
WP12.1
SEE NOTE 3
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SEE NOTE 2
SEE NOTE 2
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WP12.1
WH
CLEARING
0.00
0.01
Total
0.00
0.01
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-12

SEE NOTE 2 /
OHE
PROPOSED DUKE
ENERGY 100kV
CORRIDOR
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GREESON COUNTRY RD
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0
z
z
0
In
0
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SEE NOTE 2 x
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SEE NOTE 3
r
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
PONDS WILL BE SPANNED.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED.
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WP13.1
WI
CLEARING
0.00
0.01
Total
0.00
001
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-13

MATCHLINE - SEE SHEET 13 FOR CONTINUATION
OHE
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ENERGY 100kV
CORRIDOR
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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
KEY MAP
.
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-14

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SEE NOTE 2
OHE
OHE
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ENERGY 100kV
CORRIDOR
SEE NOTE 2
0
OHE
QHE
OHE
OHE
EXISTING DUKE
ENERGY 500kV
CORRIDOR
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-15

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PROPOSED DUKE
ENERGY 100kV
CORRIDOR
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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-16

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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-17

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MEGASITE PROPERTY BOUNDARY
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ENERGY 500kV
CORRIDOR
EXISTING DUKE
ENERGY 500kV
CORRIDOR
MATCHLINE
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-18

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PROPOSED DUKE
ENERGY 100kV
CORRIDOR
EXISTING DUKE
ENERGY 500kV
CORRIDOR
MEGASITE PROPERTY BOUNDARY
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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
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0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-1-

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SHOOTING STAR DR
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MATCHLINE - SEE SHEET 21 FOR CONTINUATION
0
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MEGASITE PROPERTY BOUNDARY
WOODVERY DR
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MATCHLINE - SEE SHEET 18 FOR CONTINUATION
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GENERAL NOTES:
SEE SHEET 04X-02 FOR LEGEND.
NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
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KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 05252018
SHEET
04X-20

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MATCHLINE - SEE SHEET 20 FOR CONTINUATION
OHE
OHE
SITE GRADING BOUNDARY
(RAIL SPUR INTO PAD) -
PROPOSED DUKE
ENERGY 500kV
CORRIDOR
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-21

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ENERGY 500kV
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GENERAL NOTES:
SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
PONDS WILL BE SPANNED.
3. WETLANDS IN THE PROPOSED DUKE
ENERGY CORRIDOR WILL BE HAND
CLEARED.
Weiland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
WP22.1
W39
CLEARING
0.08
0.00
Total
0.08
0.00
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
F�2
PROJECT GRMS
DUDE ENERGI CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-22

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SITE GRADING BOUNDARY
SITE PAD BOUNDARY
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ACT SHEETS FOR CON AT N-
NORFOLK SOUTHERN RAILROAD
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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET.
3. POND IS NON -JURISDICTIONAL.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-23

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GENERAL NOTES:
SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
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0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-24

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1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
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SCALE: 1"= 200'
FEZ
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PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-25

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MATCHLINE - SEE SHEET 27 FOR CONTINUATION
GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
NO IMPACTS TO JURISDICTIONAL
STREAMS ON THIS SHEET.
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0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-26

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MATCHLINE - SEE SHEET 26 FOR CONTINUATION
SITE PAD BOUNDARY
PROPOSED DUKE
ENERGY 500kV
CORRIDOR
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GENERAL NOTES:
1. SEE SHEET 04X-02 FOR LEGEND.
2. NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET.
NVird
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERGD CORRIDORS
JURISDICTIONAL IMPACTS
DATE 05252018
SHEET
04X-27

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SITE GRADING BOUNDARY
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GENERAL NOTES:
SEE SHEET 04X-02 FOR LEGEND.
NO IMPACTS TO JURISDICTIONAL
RESOURCES ON THIS SHEET. STREAM
CROSSINGS WILL BE HAND CLEARED
AND SPAN BRIDGES WILL BE UTILILED
FOR CROSSINGS IF NECESSARY.
KEY MAP
NOT TO SCALE
0 200' 400'
SCALE: 1"= 200'
FEZ
PROJECT GRMS
DUDE ENERG- CORRIDORS
JURISDICTIONAL IMPACTS
DATE 052512018
SHEET
04X-28