20171559 Ver 3_More Info Received_20211015

Transmittal
Date: Friday, October 15, 2021
Project: Greensboro Randolph Megasite (GRMS)
To: USACE and NCDWR Reviewers
From: Greensboro Randolph Megasite Foundation —Applicant Agents
Subject:
CWA Section 404 and 401 Permit Application Additional Information
We are sending you:
A checklist of items discussed in the permit technical working
group meeting on October 12, 2021 as outstanding deliverables for
the 404/401 permit application. All items marked below have been
included in this transmittal. All confidential items will be sent under
a separate cover. Please note the only items remaining to be
transmitted are the site plan/narrative (confidential — transmitted
10/15/2021), stormwater plan (coming soon), and the updated
DMS letter (coming soon). The DMS letter is expected on Tuesday
October 19,2021 for 203 linear feet of additional stream impact
and 0.5 acre of wetland impact as a result of including indirect
impacts. Also attached are excel files with jurisdictional/mitigation
information for ease of use by the agencies. We look forward to
continuing to work with you toward obtaining permits for the
GRMS.
❑ Components of the Site Plan Illustrated (Confidential Information)
❑ Narrative of the manufacturing process for the Site Plan (Confidential Information)
Z Updated Impact Sheets per new site plan and JD calls
Z Additional Avoidance and Minimization Discussion
Z Response to additional verbal comments regarding WRC public comments
Z #3 Parking
Z #5 Buffers
Z #7 Seeding/stabilization
Z #11 Utility crossings
Z #12 Utility clearing

Z #14 SCI
Z Response to additional verbal comments from DWQ regarding September 6, 2021
letter
❑ #2 Site plan
Z #4 Agency authorization (Duke)
Z #5 Dodsons Lake
Z #6a Indirect impacts
❑ #6b Stormwater plan
❑ #7 Stormwater Plan
Z #10 Well sampling and resolution plan
Z AJD/PJD
Z Recalculate intermittent/perennial stream length, based on changes made from
June site visit
❑ Location of the stormwater basins on a final plan in order to ensure that there
aren't additional indirect impacts from an altered watershed.
Z Determine the amount, type, and quality of waters (wetlands) that would be
geographically isolated (cut off) by the proposed project (indirect impacts).
Z Please provide proposed ratios for any indirect impacts as they are not included
on the attached spreadsheet.
❑ The Corps will need a Final mitigation proposal/DMS letter, addressing the
required mitigation for both direct and indirect impacts.
Z Description of how stream length was calculated for off -site alternatives
(wetlands and open waters, too). Corps did calcs to get wetlands and open waters,
but also did stream length. Did not have same numbers as GRMS.
Z Additional information regarding environmental/public interest benefits of
buffers around the pad site (on site alternatives). Buffers are discussed in all 4 on
site alternatives. We need additional information regarding environmental effects
and the importance of these buffers. Factors into final LEDPA decision.
❑ 401 Water Quality Certification
Signed: Wendee Smith

October 15, 2021
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
North Carolina Department of Environmental Quality
217 West Jones Street
Raleigh, NC 27603
ATTN: Ms. Jean Gibby and Ms. Sue Homewood
SUBJECT: Individual Permit Application Additional Information Request
Greensboro Randolph Megasite and Associated Infrastructure
Randolph County, North Carolina
Ms. Gibby and Ms. Homewood:
This letter encloses trade secrets and confidential information that no one may
release or make available to any person other than a USACE employee responsible
for processing the GRMS 404 permit or a DEQ employee responsible for processing
the GRMS water quality certification.
Any page of any enclosure that includes one or more of the following three stamps
must not be released to any third party pursuant to the North Carolina public records
law, FOIA, or otherwise:
• Contains information exempt from disclosure pursuant to Exemption 4 of the FOIA; trade secrets and
commercial or financial information that are customarily considered to be confidential; submitted to the
government for the sole purpose of informing the permit evaluation process; this information shall not
be disclosed without the express authorization of the applicant, Greensboro -Randolph Megasite
Foundation, Inc.
• CONFIDENTIAL BUSINESS INFORMATION/TRADE SECRET/SUBJECT TO G.S. 132-1.2(1)
• CONFIDENTIAL/NOT FOR PUBLIC DISCLOSURE/SUBJECT TO G.S. 132-6(d)
The Greensboro -Randolph Megasite Foundation, Inc. (GRMF) is providing the following
additional information requested by the USACE and DWR regarding the individual permit
application for development of the proposed Greensboro -Randolph Megasite, located in
northern Randolph County, North Carolina. Below you will find responses to comments
hdrinc.com 555 Fayetteville Street, Suites 900 & 210, Raleigh, NC 27601-3034
[phone]

received either by email or through discussions with the agencies following the most recent
permit request to DWR on July 7, 2021.
Responses to the verbal request for additional detail in GRMF responses to the NCDWR
September 6, 2021 letter and WRC public comments from September 24, 2021 are provided
in Attachments A and B of this letter. Revised plan sheets to incorporate changes including
indirect impacts and the most recent jurisdictional review are also attached (Attachments C
and D). The site plan and additional detail regarding the site plan will be provided in a
separate file.
Information is provided below on a few additional topics that have been noted during the
ongoing conversations or provided in email.
Additional Avoidance and Minimization Efforts based on Site Plan
Since receiving the site plan the engineers have been working to find ways to further avoid
and minimize impacts at the site. The following items have been incorporated to reduce
jurisdictional impacts.
• Eliminated the relocation of Julian Airport Road — This reduced stream impacts by
approximately 1,048 linear feet and wetland impacts by 0.10 acre. See Attachment
D.
Offsite Alternative Impact Calculations and Files
For the offsite alternatives analysis, features were analyzed with two different GIS layers.
Wetlands and open water were estimated by using the USFWS National Wetland Inventory
GIS layer. The USGS 24K streams GIS layer was used to estimate stream length. Lines in
the 24K layer that represented open water boundaries were removed so to not overestimate
stream footage. During discussions the agencies mentioned that stream data was missing;
however, we checked the Supporting Documentation document and found that data was
included but the wetland data was missing. We have provided a table below which includes
the jurisdictional data. Maps of the locations are also provided in Attachment E.
Resource
Randolph County -
Liberty
Randolph County -
Sophia
Guilford/Alamance —
Prison Farm *
Streams
36,761
39,112
70,622
Wetlands
8.3
0
20.7
*The Prison Farm Site now has a small solar farm located on it.

Environmental/Public Interest Benefits of Buffers
During public outreach neighbors requested a buffer around the site. Vegetated buffers
around the graded pad can assist with noise control, reduce viewshed impact, and provide
pervious area that provides water recharge and water quality benefits. In the case of the
GRMS, the preferred option maximizes the buffers around the site.
Other Government Authorizations Anticipated
The following list includes government authorizations that are anticipated for the project.
• NC DWR 401 Water Quality Certification
• NPDES Industrial Stormwater Permit (for facility)
• NC FMP CLOMR
• NC DEMLR Sediment and Erosion Control Certificate of Approval (separate
certificates needed for site, transportation, and water/sewer)
• NC DEMLR Post Construction Stormwater Permit (for pad development)
• NC DAQ Air Quality Construction and Operation Permit
• New Source Review Air Quality Permit (for facility, if applicable)
• Air Quality Title V Permit (for facility, if applicable)
• NCDOT Driveway Permits (if applicable)
• NC DEQ Authorization to Construct (for waterline)
• NC DWR Non -Discharge Permit (for pump station and force main)
• NCDOT R/W Encroachment Permits for Pipelines (NOTE: similar private entity
arrangements with Williams Gas Pipeline, Duke Energy, and Norfolk Southern
Railroad)
Remaining items to be provided:
1. Stormwater Plan
2. Updated DMS Letter for Revised Impacts

The Applicant looks forward to working with the DWR on completing the permitting process
and issuance of a 401 Water Quality Certification for the GRMS project. Please call me at
919-232-6637 or email at [e-mail] if you need additional information or
clarification on any of the information provided.
Sincerely,
HDR Engineering Inc. of the Carolinas
Vickie Miller, AICP, PWS
Senior Environmental Planner
cc: Jim Melvin, Greensboro Randolph Megasite Foundation
Wendee Smith, S2 Consulting
Attachments:
A. Additional Detail on DWR Letter Received 9/6/2021
B. Additional Detail on WRC Comment Letter Received 9/24/2021
C. Updated Impact Plan Sheets Including Indirect Impacts for the Site
D. Updated Impact Plan Sheets for Transportation Components
E. Level 1 Alternative Analysis Maps
F. Revised JD Information
Table of Jurisdictional Features
Jurisdictional Features Map
Updated Mitigation Ratio Table

ATTACHMENT A

Attachment A (Additional Detail on DWR Letter Received 9/6/2021)
hdrinc.com
This is an attachment to the October 15, 2021 HDR letter to Jean Gibby (USAGE) and
Sue Homewood (DWR)
October 13, 2021
North Carolina Department of Environmental Quality
217 West Jones Street
Raleigh, NC 27603
ATTN: Ms. Sue Homewood
SUBJECT: Individual Permit Application Comments Received on September 6, 2021
and Verbal Comments on September 30, 2021
Greensboro Randolph Megasite and Associated Infrastructure
Randolph County, North Carolina
Ms. Homewood:
The Greensboro -Randolph Megasite Foundation, Inc. (GRMF) is providing responses to
comments received from the Division of Water Resources on September 6, 2021 for the
individual permit application and supporting documentation for development of the proposed
Greensboro -Randolph Megasite (the "Proposed Project" or "Project GRMS"), located in
northern Randolph County, North Carolina. Below you will find the comment from DWR in
bold followed by the GRMF's response in italics. Additional information was requested by
Paul Wojoski on September 30, 2021. Those responses are included below in blue italic
text.
1. In accordance with 15A NCAC 02H .0503 your application was placed on public
notice on August 17, 2021. The comment period will remain open until 5 pm on
September 17, 2021. It may be necessary for the Division to request additional
information at a later date in order to address any comments received during the
public comment period.
Comments were provided from the Public Notice on September 24, 2021 to the GRMF.
The GRMF has provided responses to these comments and additional clarification
requested by Paul Wojoski in the GRMF letter to Jean Gibby (USACE) and Sue
Homewood (DWR) dated October 15, 2021.
2. The Division is required to conduct an evaluation of avoidance and minimization
as required under 15A NCAC 02H .0506(b). The summary of similarly sized auto
manufacturing facilities throughout the southeast does not adequately address the
specific proposal for an exact 1,000-acre or rectangular building pad that you have
requested. In a response to a previous request from the US Army Corps of Engineers
you noted that "Automotive manufacturing sites will have different acreage needs
based on what they are producing and their storage capacity needs." and "Additional
555 Fayetteville Street, Suites 900 & 210, Raleigh, NC 27601-3034
[phone]

avoidance and minimization efforts will be addressed during final design of the
project."
Accordingly, please provide all additional information that supports the specific
design and layout of the project necessary for an evaluation and assessment of
avoidance and minimization pursuant to 15A NCAC 02H .0506(b)(1).
DWR referred to a site plan that reflects a "final design." As DWR knows, since the inception
of the project the permitting of the GRMS is being done in advance of identifying the end
user. This aspect of the project is essential for this North Carolina project to be competitive
nationally. Similar projects have been permitted. GRMS marketing continues. If the DWR
concept of "final design" requires details that will be identified by the end user, it cannot be
provided at this time. However, more information than has already been provided is
unnecessary.
A multilayer analysis was conducted on the GRMS site to evaluate several configurations
of the pad and find the one that provides avoidance and minimization of impacts. This starts
on Page 12, Section 4.3.3 Level 3 Analysis of the Supporting Documentation and
Environmental Report. In addition, the GRMS Supporting Documentation and
Environmental Report dated May 10, 2021 included Appendix H which was titled `Agency
Coordination Following Public Notice." This Appendix discusses the requirement of a 1,000-
acre pad as well as the site criteria that have been requested previously. This information
states the size requirements including the rectangular shaped pad. On November 12, 2020
a letter to the USACE described the types of facilities that would be required for the OEM
requirements which is also in Appendix H. In addition, on January 8, 2021 a site plan was
provided that detailed where manufacturing facilities, parking, roadways, testing facilities,
rail/rail yards, etc. would be located (page 283 of the supporting documentation pdf).
More detailed information than already provided is not required to complete an impact
avoidance and minimization analysis under 15A NCAC 2H .0506. We understand the issue
of avoidance and minimization has already been correctly resolved by use of a condition to
be included in the permit and/or certification.
We also understand an impact avoidance and minimization analysis has been conducted
by and will be finalized by the USACE under its regulations. There is no need for DWR to
conduct an analysis under EMC regulations. In fact, by law, EMC regulations cannot
produce a more restrictive analysis. NCGS § 150B-19.3(a). There is no point to DWR
conducting a duplicative analysis.
It is not unusual to issue certifications for projects for which there is uncertainty regarding
impacts that is resolved by certification/permit conditions. For example, the North Carolina
Court of Appeals upheld a certification despite uncertainty about whether the project would
cause an outright water quality standard violation:

"no one will know precisely whether or to what extent exceedances [sic] of
the Standard will occur until construction of the dam and impoundment of
the lake have been completed" ....
Deep River Citizens' Coalition v. NCDENR, 165 N.C. App. 206, 213, 598 S.E.2d 565, 569
(2004). Unlike a reservoir project, the GRMS application does not require construction and
completion of the project to resolve uncertainty. Any uncertainty about the site plan will be
resolved before construction occurs.
The GRMF submitted a detailed site plan on October 4, 2021. The site plan was provided
to assist the agencies in the decision -making process and to fulfill the request of the
agencies for the final site plan. During additional conversations, more detail was
requested for the buildings illustrated on the site plan and a narrative about the processes
that would occur at the illustrated locations; these are provided in the GRMF letter to Jean
Gibby (USACE) and Sue Homewood (DWR) dated October 15, 2021.
3. Is any portion of the project (inclusive of utilities and other supporting
infrastructure) on "public lands" or is any funding of the project a "significant
expenditure of public moneys" as those terms are defined in the State Environmental
Policy Act (SEPA)? [G.S. § 113A-9]
A SEPA document is being prepared for the transportation component of the project and is
currently underway. Please note that the Supporting Documentation and Environmental
Report was developed to meet the 404(b)(1) guidelines.
A SEPA document is not required for DWR issuance of the certification. The SEPA statute
expressly specifies that no document is required for DWR to issue a certification.
4. The application indicates that there will be no co -applicants. You have submitted
an Agent Authorization Form for the Greensboro Randolph Megasite Foundation
("GRMF"), the NC Railroad Company and Randolph County, however the impacts
proposed include transportation improvements to NCDOT roadways, electric power
upgrades by Duke Power and water and sewer lines provided by the City of
Greensboro. Please clarify whether all impacts requested in the 401 Individual
Certification are to be authorized to the GRMF and if so, please provide Agent
Authorization Forms for all entities and please confirm that these entities. Please note
that if the 401 is to be issued only to the GRMF then it will be responsible for
compliance with all conditions of that 401 including conditions related to
construction compliance, mitigation requirements, post construction stormwater
requirements, and any other potential long term requirements that may be applicable
beyond the construction period of the project.

Agent authorizations forms for Duke, City of Greensboro, and NCDOT were inadvertently
left out of the submittal. The NCDOT and City of Greensboro agent authorization forms
were provided previously. The Duke agent authorization form is attached.
5. The onsite avoidance and minimization analysis (on -site alternatives analysis)
indicates that there is a preference to avoid impacts to Dodsons Lake. Please provide
a more detailed explanation of why it is preferable to select an alternative with less
impacts to Dodsons Lake and greater impacts to streams.
Please review Section 4.3.3 of the Supporting Documentation and Environmental Report.
In that section you will note the preferred alternative impacts 36,774 If of stream which is the
second lowest amount of stream impact of the options. The lowest stream impact option,
Option 3, has less stream impact; however, it impacts over 1.5 acres more of wetlands and
nearly 15 acres more of open watch which includes Dodsons Lake. Also, note that Option
3 does not include the rail siding impacts and the stream/wetland/open water impacts would
be increased due to those impacts. Option 1 (preferred) was selected due to having similar
or less impacts to jurisdictional resources.
Paul Wojoski of DWR requested additional clarification regarding the rationale for avoidance
of Dodsons Lake impacts. Dodsons Lake is a highly valued aquatic resource. The lake has
historically been used for recreation activities and is an important feature to the surrounding
community. Members of the community have requested the preservation of the lake during
public and small group meetings. Dodsons Lake provides habitat for aquatic species and
habitat/foraging area for avian and mammalian species. Dodsons Lake is 53 acres and has
several adjacent wetlands which would likely be drained if Dodsons Lake and dam were
removed. This would result in additional wetland impacts for Options 2 and 3 in addition to
the open water impacts caused by removal of the lake. Also, there would be additional
impacts to Options 2, 3 and 4 due to the rail spur impacts that had not previously been
included for those options. See the following revisions to Table 1-Summary of Level 3 Layout
Options from the Supporting Documentation which includes impacts that would be
associated with draining Dodsons Lake as well as the rail infrastructure.
Table 1. Summary of Level 3 Layout Options (Revised 10/11/2021)
Resource
Option 1 (Preferred)
Option 2
Option 3
Option 4
Streams
36,774
37,473
34,198
38,348
Wetlands
8.8
14.1
12.5
9.5
Open Water
17.5
70.5
68.3
21.8
Dodsons Lake
No
Yes
Yes
No
The additional impacts bring the total impacts of Option 3 to 34,198 linear feet of stream,
12.5 acres of wetland, and 68.3 acres of open water. This is 2,576 linear feet less than
Option 1, but 3.7 acres more wetland impact and 50.8 acres more open water impact.

6. Pursuant to 15A NCAC 02H.0506(b) a 401 Water Quality Certification may only be
issued upon determining that existing uses are not removed or degraded by a
discharge to classified surface waters. Based on the information provided in the
application the Division has the following concerns:
a. Along the northern boundary of the project site (plan sheets 01X-05 —01X- 07) small
segments of streams will be indirectly affected by becoming disconnected, and
essentially isolated, from all other natural features. These small disconnected
features are unlikely to continue to provide the same hydrologic and biological
function and therefore should be counted as indirect "loss of water". Please revise
the application, plan sheets, and impact tables accordingly.
The resources on those plan sheets are headwater reaches that have minimal biological or
hydrologic function according to the stream classifications as intermittent channels and the
SAM form scores which show their quality as low (see attached). These resources will
provide the same benefit to downstream water quality as they currently serve.
Per direction of the agencies the stream reaches on site impact plan sheets 01X-05 to 01X-
07 will be illustrated as indirect impacts.
b. All surface flow from the project is proposed to be rerouted through multiple
stormwater wet detention basins. In order to review possible secondary impacts to
downstream hydrology, please provide plans that clearly show the outlet location
from each stormwater control measure. Please note that the rerouting of any drainage
area and surface flow has the potential to remove existing hydrology from features
adjacent to this project and therefore remove existing uses of the stream channels or
wetlands. Upon further review of the information provided in response to this Item,
the Division may require a more thorough analysis and/or more information for
particular portions of this project.
The conceptual stormwater plan considers the drainage areas on the site and the
stormwater ponds/outlets are situated to maintain hydrology to the streams down gradient
of the pad. In addition, the groundwater for the main streams is intended to have an
underdrain system which should ensure the stream maintain hydrology very similar to
existing conditions. See the attached stormwater concept mapping for additional detail.
A conceptual stormwater plan was provided. A final stormwater plan will be provided soon.
7. Given the significant potential for downstream water quality impacts from the
significant size and impacts of this proposed project, a conceptual stormwater
management plan will not be sufficient for the Division to certify that there will be no
violations of downstream water quality standards. Please provide a full
design/complete Stormwater Management Plan for the 1000-acre building site and

any interior transportation infrastructure that will not be part of the NCDOT
transportation plans.
See note the previous answer and the Conceptual Overall Site Plan, sheet 01X-01, for the
current concept design.
The development will increase the storm water runoff to the downstream systems. It is
anticipated that 400-450 acre/ft of detention volume storage will be required for this
development to meet current local and State of North Carolina DEQ requirements. A storm
drainage system will be developed onsite to discharge into detention ponds A, B and C,
depicted on sheet SW-01. Outlets from the ponds will be designed to mimic the pre -
developed flows into each downstream drainage system. Upstream of the site, any existing
channel flow will be captured and conveyed through the site to discharge back into the
downstream channels that water would naturally flow to before development. See Sheet
SW-01 for these conceptual storm sewers.
This development will require filling in several streams on the property. Stream beds that
are impacted by the fill will be replaced with an underdrain system to allow ground water to
flow in its natural channel under the site until it discharges into the existing downstream
systems. This is depicted on sheet SW-02.
4 conceptual stormwater plan was provided. A final stormwater plan will be provided soon.
8. For the NCDOT transportation infrastructure improvement plans, please provide a
conceptual stormwater management plan.
Once the NCDOT roadway plans have been finalized the stormwater plan will also be
finalized. The plan will follow NCDOT's typical process for development of the Stormwater
Plan. The NCDOT Stormwater Management Plan Version 3.00 will summarize general
project information and stormwater pollution source control and treatment measures
proposed for the transportation portion of the project.
9. Please provide an updated acceptance letter from the Division of Mitigation
Services.
This was provided in the files transmitted on July 7, 2021. It has also been attached.
10. In order to sufficiently address public concerns regarding impacts to adjacent
drinking water wells please provide a residential well sampling and complaint
resolution plan.
Please refer to Appendix H of the Supporting Documentation where this comment was
addressed for the USACE. The City of Greensboro will provide water and sewer service to
the GRMS site and has stated the City will allow private landowners to obtain water service

should issues occur to their drinking water wells as a result of the activities at the GRMS.
The private landowners will need to contact the City of Greensboro Engineering Manager if
there are concerns.
A residential well sampling and complaint resolution plan is attached.
The Applicant looks forward to working with the DWR on completing the permitting process
and issuance of a 401 Water Quality Certification for the GRMS project. Please call me at
919-232-6637 or email at [e-mail] if you need additional information or
clarification on any of the information provided.
Sincerely,
HDR Engineering Inc. of the Carolinas
VickZAL
�ev
Vickie Miller, AICP, PWS
Senior Environmental Planner
Attachments:
Attachment A — Duke Agent Authorization Form
Attachment B — Residential Well Sampling and Complaint Resolution Plan
cc: Jim Melvin, Greensboro Randolph Megasite Foundation
William G. Ross, Brooks Pierce
V. Randall Tinsley, Brooks Pierce
Wendee Smith, S2 Consulting

Attachment A

AGENT AUTHORIZATION FORM
I, Andrew Tate, representing the Duke Energy, hereby certify that I have
authorized Vickie Miller, representing HDR Engineering, Inc. of the
Carolinas, to act on my behalf in the processing, issuance, and acceptance
of the verification of jurisdictional waters of the U.S. and Section 404/401
permitting associated with infrastructure for the Greensboro Randolph
Megasite, located in Randolph County, North Carolina.
Owner's Contact Information:
Andrew Tate, Director, North Carolina Economic Development
Duke Energy
Owner's Address: 411 Fayetteville Street
Raleigh, NC 27601-1849
Telephone Number. 828-808-2817
Email address: [e-mail]
Owner's signature
September 30, 2021
Date
Agent's Contact Information:
Vickie Miller, AICP, PWS
HDR Engineering Inc. of the Carolinas
Agent's Address: 555 Fayetteville Street, Suite 900
Raleigh, NC 27601
Telephone Number. 919-232-6600
Email address: [e-mail]

Attachment B

Residential Well Sampling
and Complaint Resolution
Plan
Greensboro Randolph Megasite
Attachment B
Randolph County, North Carolina
October 15, 2021

Table of Contents
1.0 WATER RESOURCES IDENTIFICATION AND TESTING PLAN 2
2.0 IDENTIFYING WATER RESOURCES 2
2.1 Private Wells and Springs 2
3.0 WATER RESOURCE EVALUATION 3
3.1 Private Water Supplies 3
4.0 POST -CONSTRUCTION BASELINE WATER RESOURCE TESTING 4
5.0 COMPLAINT RESOLUTION PROCESS 4
6.0 REFERENCES 5
Tables 6
Table 1. Potential Properties with Private Water Supply Wells Within 150 Feet 6
Appendices 8
Appendix A. Water Sample Application 9
Appendix B. Well Test For Yield 11
1

1.0 WATER RESOURCES IDENTIFICATION AND TESTING PLAN
Randolph County prepared and will execute the terms of this Residential Well Testing and Complaint
Resolution Plan (Plan) in connection with the Greensboro Randolph Megasite (Project) to document pre -
construction baseline and post- construction water quality and quantity of privately -owned water supply
systems.
This Plan summarizes protocols for identifying and assessing private water supplies in the vicinity of the
Project. Randolph County documented locations and characteristics of private water supplies directly
adjacent to the Project boundary and will offer pre- and post -construction quality and yield testing for
all water wells located within 150 feet of construction workspaces. Several wells have already been
tested by the County.
This Plan discusses the outreach methodology that will be followed and the general plan for testing.
Private water resources identified for water quality and quantity testing within 150 feet of the GRMS
property boundary are summarized in Table 1. Prior to construction, the private water supply owners
will be contacted by Randolph County via certified mail to confirm the location and characteristics of
water resource(s) on the owner' s property and to request permission for the Project to conduct water
quality and quantity sampling.
Field confirmation of private water sources began in 2018 but has not been completed on some parcels
because property access permission has not been granted. Therefore, this Plan is subject to change
following the completion of field environmental investigations.
2.0 IDENTIFYING WATER RESOURCES
2.1 Private Wells and Springs
Private wells located within 150 feet of the GRMS property boundary will be identified by desktop
review and field observation (where property access was granted). The private water supply sources will
be confirmed through pre -construction water supply testing (see Table 1) as described in this Plan.
As part of the desktop review for potential drinking water sources an indirect method was employed to
identify potential private wells. GIS data taken from the county was used to identify if a structure was
present on the parcel. To maximize the potential for identifying private water resources all structures
were assumed to have one or more private wells.
As discussed in this Plan, the property owners identified by desktop review along the Project boundaries
will be contacted by Randolph County prior to construction via certified mail to confirm drinking water
sources on the identified property and to request permission to conduct water quality and quantity
testing.
If a private property owner does not respond to the certified mail request for information within
approximately four (4) weeks of submittal by Randolph County, a second request will be sent. If no
response is provided to the Project through the second submittal, no further contacts will be initiated
with the property owner regarding water resources.
Potential locations with private wells within 150 feet of the property boundary are identified as
described above in Table 1. Appendix A includes the Water Sample Application that will be requested
from the water supply owners during the initial contact along with a request for permission to sample
the water supply.
2

3.0 WATER RESOURCE EVALUATION
The following discussion outlines protocols for water supply testing activities. The testing results
will be documented by Randolph County and provided directly to the water supply owner.
3.1 Private Water Supplies
1. Randolph County will offer pre- and post- construction quality and yield testing for all water
wells and water supply springs located within 150 feet of the Project property boundary. The
Project proposes to collect one sample before construction and a second sample three to six
months post construction and conduct a well yield test per NC Standards (15A NCAC 02C. 0110)
(Appendix B).
2. All private property owners with a known or suspected water source (see earlier discussion) will
be contacted prior to construction as discussed below:
a. Send contact by mail to mailing address listed for the property owner;
b. If no response is received within approximately 4 weeks of sending the first letter, a
second follow-up letter will be sent;
c. If no response is provided by property owner after two (2) attempts this result will be
documented and Randolph County will suspend further contact to the property owner
regarding water quality testing;
d. If a property owner declines permission to conduct water quality testing, this will be
documented, and the Project will suspend further contact with the property owner
regarding water quality testing;
3. Property and water supply access approval documentation will be secured by Randolph County
before entering the property. See Appendix A for information to be collected from the water
supply owner during initial and follow-up contact.
4. A field crew will be deployed to collect water samples at the identified locations.
5. The sampling location coordinates will be collected using GPS (1-meter resolution) and recorded.
6. Field testing, sample collection and sample management techniques will be implemented
consistent with industry standards and approved guidance (U.S. EPA and North Carolina
Department of Environmental Quality).
7. For water well testing, a water sample will be collected from a flowing spigot (after a minimum
of 10 minutes purging) upstream of any treatment system (if applicable) in order to collect a raw
water sample in the appropriate laboratory -prepared sample bottle with appropriate
preservatives. Field parameters will be analyzed at the time of water sample collection.
a. If the well does not have a pump installed, or does not demonstrate artesian flow, there
will be limited ability to complete the testing described in this plan.
8. Water samples will be kept cool and transported to the analytical laboratory(ies) under Chain of
Custody.
9. The water quality testing will include groundwater quality standards for Bacteriological,
Inorganic Chemical, Volatile Organic Compounds, and Pesticides (15A NCAC 02L .0202
GROUNDWATER QUALITY STANDARDS) and the USEPA drinking water testing methods EPA
524.2, EPA 525.2, respectively, and Total Petroleum Hydrocarbons in EPA SW846 8015C.
a. The pre and post -construction sampling events will be comprised of the same tests per
the groundwater quality standards unless there is a concern noted by the property
owner, or if there is a verified detection of a VOC or SVOC or TPH from the first sampling
event.
b. National Environmental Laboratory Accreditation Program (NELAP)- accredited
laboratories will be utilized for water sample analyses.
3

10. Water resources testing activities (including the condition of the water resource and equipment)
will be photo -documented. All field activities and meter calibration for each water resources
sampling event will be documented.
11. The first pre -construction sampling event provides an opportunity to evaluate the condition of
each well, surrounding topography, land characteristics/land-use, and generally assess the
overall vulnerability of the water supply to existing or future sources of impact.
12. Randolph County will provide the water supply owner with the water supply testing results.
Concurrent with providing the owner these results, the County will discuss with the owner any
conditions that observed at the water supply that represent potential for existing or future
sources of impacts.
13. The second sampling event will also include well yield testing. The water supply owner will be
apprised of the well yield testing procedure, and Randolph County will request permission to
access the well for the quantity testing, at the owner' s discretion.
14. Randolph County will consult with an owner who appears to have a compromised water supply
based on pre -construction sampling results. The Project will tailor an evaluation protocol for the
second round of water quality testing as appropriate to evaluate the integrity of the water
supply and ensure a comprehensive pre and post construction assessment is completed.
4.0 POST -CONSTRUCTION BASELINE WATER RESOURCE TESTING
Randolph County will conduct post -construction testing of all water supply wells within 150 feet of the
GRMS property boundaries within properties where the owner has accepted the testing offer. Randolph
County will follow the same procedures described above for water supply sampling. The Project will
provide the post -construction monitoring results directly to the property owner.
Randolph County will maintain water supply contingency planning efforts through the construction
period and until final land reclamation is completed.
5.0 COMPLAINT RESOLUTION PROCESS
If a claim of impact is made by a private well owner, a thorough investigation of the alleged impact will
be conducted by qualified groundwater and surface water scientists and engineers using industry
standard hydrogeologic investigative practices. This will include a review of the timing of the claim
relative to the construction schedule, detailed interview with the supply owner, mechanical evaluation
of the water system, possible resampling and analysis of the supply, performance of a hydrogeologic
assessment, and other pertinent evaluations. Because each water supply system and hydrogeologic
setting is unique, the only means to establish a clear link between a water supply quality or quantity
issue and Project activities is through a comprehensive evaluation leading to complaint resolution.
If Randolph County determines that an impact was related to construction of the GRMS, then the
investigations described above will provide valuable information concerning the appropriate remedies.
Restoration of a water supply could include:
• temporary supplied water until the water quality returns to baseline;
• connection to secondary source, if available; and/or
• temporary treatment to establish baseline quality (or better).
If the hydrogeologic assessment indicates that a long-term solution is needed, the following remedies as
appropriate may be used to restore water quality and quantity to pre- construction conditions:
4

• a new on -site source (new water well); or a combination of source replacement and treatment
options; or
• connection to the City of Greensboro's water supply system.
6.0 REFERENCES
National Environmental Laboratory Accreditation Program (NELAP), 2016.
http://www.nelacinstitute.org/content/NELAP/index.php
5

Tables
Table 1. Potential Properties with Private Water Supply Wells Within 150
Feet
Parcel ID
Street Address *
City
State
Zip
8708735760
6135 JULIAN AIRPORT RD
LIBERTY
NC
27298
8708735798
6135 JULIAN AIRPORT RD
LIBERTY
NC
27298
8717960600
5014 TROY SMITH RD
LIBERTY
NC
27298
8717993994
5948 MACEDONIA LOOP RD
LIBERTY
NC
27298
8718915221
5948 MACEDONIA LOOP RD
LIBERTY
NC
27298
8728002688
5948 MACEDONIA LOOP RD
LIBERTY
NC
27298
8708733381
4742 CALHOUN DR
LIBERTY
NC
27298
8708710363
5731 JULIAN AIRPORT RD
LIBERTY
NC
27298
8728024087
7611 OLD 421 RD
LIBERTY
NC
27298
8717335231
6041 STARMOUNT RD
LIBERTY
NC
27298
8717442907
4807 HOOTS HOLLOW RD
LIBERTY
NC
27298
8708724777
5945 JULIAN AIRPORT RD
LIBERTY
NC
27298
8717648977
4595 TROY SMITH RD
LIBERTY
NC
27298
8707990472
5536 JULIAN AIRPORT RD
LIBERTY
NC
27298
8708803377
565 W PERRY RD
SILER CITY
NC
27344
8708734021
6029 JULIAN AIRPORT RD
LIBERTY
NC
27298
8718446055
P O BOX 1691
LIBERTY
NC
27298
8708616529
5775 JULIAN AIRPORT RD
LIBERTY
NC
27298
8708709448
5616 JULIAN AIRPORT RD
LIBERTY
NC
27298
8708807291
4606 CRUTCHFIELD FARM RD
LIBERTY
NC
27298
8708743132
9154 OLD 421 RD
JULIAN
NC
27283
8708722536
5925 JULIAN AIRPORT RD
LIBERTY
NC
27298
8718540083
324 W WENDOVER AVE,
SUITE 207
GREENSBORO
NC
27408
8708723471
4813 WOODVERY DR
LIBERTY
NC
27298
8717728661
5466 STARMOUNT RD
LIBERTY
NC
27298
8717982190
5230 TROY SMITH RD
LIBERTY
NC
27298
*The addresses listed above are for the owners address and not the parcel address.
6

8717989604
5230 TROY SMITH RD
LIBERTY
NC
27298
8717442242
P O BOX 887
LIBERTY
NC
27298
8708607893
2309 MICHELLE LN
GREENSBORO
NC
27407
8708713955
2309 MICHELLE LN
GREENSBORO
NC
27407
8708724709
200 HAMMOCK FARM RD
WINSTON SALEM
NC
27105
8708713423
5324 SHADY HOLLOW RD
STALEY
NC
27355
8718738218
PO BOX 326
LIBERTY
NC
27298
8718823833
PO BOX 326
LIBERTY
NC
27298
8708614323
5729 JULIAN AIRPORT RD
LIBERTY
NC
27298
8718733763
7846 OLD 421 RD
LIBERTY
NC
27298
8717520081
204 LOYD RD
STATESVILLE
NC
28625
8708704424
5667 JULIAN AIRPORT RD
LIBERTY
NC
27298
8717996279
5334 TROY SMITH RD
LIBERTY
NC
27298
8717950680
4948 TROY SMITH RD
LIBERTY
NC
27298
8708723262
5085 STALEYS DAIRY RD
LIBERTY
NC
27298
8718537779
8124 OLD 421 RD
LIBERTY
NC
27298
8708734596
P O BOX 434
LIBERTY
NC
27298
8708713756
5781 JULIAN AIRPORT RD
LIBERTY
NC
27298
8717558375
6767 BROOKBANK RD
SUMMERFIELD
NC
27358
8717971072
4977 PEARL FERGUSON RD
LIBERTY
NC
27298
8717969801
4977 PEARL FERGUSON RD
LIBERTY
NC
27298
8708723059
600 PURTIS CREEK LN
GEORGETOWN
TX
78628
*The addresses listed above are for the owners address and not the parcel address.
7

Appendices
8

Appendix A. Water Sample Application
9

Applicant:
Address: Application #:
City, ST ZIP Parcel number:
COUNTY OF RANDOLPH
Health Department
204 E Academy St - Asheboro, NC 27203
WATER SAMPLE APPLICATION
Date:
Owner: Contact name:
Address: Contact phone:
City, ST ZIP Contact e-mail:
LOCATION INFORMATION:
Location:
Subdivision:
Lot number:
WELL AND WATER INFORMATION:
Facility Type:
Well Type: Select the well type.
Well Location: Select the well location.
Faucet at well: Select faucet at well.
If No, Specify Location:
Water Treatment System Present: Select treatn
Treatment Type:
WATER SAMPLE INFORMATION:
Type of water sample needed: Type of water sample needed.
Additional water sample needed: Type of water sample needed.
Additional water sample needed: Type of water sample needed.
COMMENTS:
AUTHORIZATION TO PROCEED:
I have read this application and certify that the information provided herein is true, complete and correct.
Authorized County and State officials are granted right of entry to conduct necessary inspections to determine
compliance with applicable laws and rules. I understand that I am solely responsible for making the site
accessible so that a water sample can be collected.
Signature of property owner/legal representative Date
LOCAL TELEPHONE NUMBERS
Asheboro: [phone] • Archdale/Trinity: [phone]
http://www.randolphcountync.gov
Water Sample Application (EHWS 1)
Rev. 9/5/2019

Appendix B. Well Test for Yield
9

15A NCAC 02C .0110 WELL TESTS FOR YIELD
(a) Every domestic well shall be tested for capacity by one of the following methods:
(1) Pump Method
(A) select a permanent measuring point, such as the top of the casing;
(B) measure and record the static water level below or above the measuring point prior to
starting the pump;
(C) measure and record the discharge rate at intervals of 10 minutes or less;
(D) measure and record water levels using a steel or electric tape at intervals of 10 minutes or
less;
(E) continue the test for a period of at least one hour; and
(F) make measurements within an accuracy of plus or minus one inch.
(2) Bailer Method
(A) select a permanent measuring point, such as the top of the casing;
(B) measure and record the static water level below or above the measuring point prior to
starting the bailing procedure;
(C) bail the water out of the well for a period of one hour or longer;
(D) determine and record the bailing rate in gallons per minute at the end of the bailing
period; and
(E) measure and record the water level after stopping bailing process.
(3) Air Rotary Drill Method
(A) measure and record the amount of water being inj ected into the well during drilling
operations;
(B) measure and record the discharge rate in gallons per minute at intervals of one hour or
less during drilling operations;
(C) after completion of the drilling, continue to blow the water out of the well for 30 minutes
or longer and measure and record the discharge rate in gallons per minute at intervals of
10 minutes or less during the period; and
(D) measure and record the water level after discharge ceases.
(4) Air Lift Method. Measurements shall be made through a pipe placed in the well. The pipe shall
have an inside diameter of at least five -tenths of an inch or greater and shall extend from top of the
well head to a point inside the well that is below the bottom of the air line.
(A) Measure and record the static water level prior to starting the air compressor;
(B) Measure and record the discharge rate at intervals of 10 minutes or less;
(C) Measure and record the pumping level using a steel or electric tape at intervals of 10
minutes or less; and
(D) Continue the test for a period of one hour or longer.
(b) Public, Industrial, and Irrigation Wells. Every industrial or irrigation well and, if required by rule adopted by the
Commission for Public Health, every well serving a public water supply system upon completion shall be tested for
capacity by the following or equivalent method:
(1) The water level in the well to be pumped and in all observation wells shall be measured and
recorded prior to starting the test.
(2) The well shall be tested by a pump of sufficient size and lift capacity to test the yield of the well,
consistent with the well diameter and purpose.
(3) The pump shall be equipped with throttling devices to reduce the discharge rate to approximately
25 percent of the maximum capacity of the pump.
(4) The test shall be conducted for a period of 24 hours or longer without interruption and, except for
wells constructed in Coastal Plain aquifers, shall be continued for a period of four hours or longer
after the pumping water level stabilizes.
(5) The pump discharge shall be set at a constant rate or rates that can be maintained throughout the
testing period. If the well is tested at two or more pumping rates (a step-drawdown test), pumping
at each pumping rate shall continue to the point that the pumping water level declines no more
than 0.1 feet per hour for a period of four hours or more for each pumping rate, except for wells
constructed to Coastal Plain aquifers. In wells constructed in Coastal Plain aquifers, pumping at
each pumping rate shall continue for four hours or longer.

(6) The pump discharge rate shall be measured by an orifice meter, flowmeter, weir, or equivalent
metering device. The metering device used shall have a calibration accuracy within plus or minus
five percent of a known standard.
(7) The discharge rate of the pump and time shall be measured and recorded at intervals of 10 minutes
or less during the first two hours of the pumping period for each pumping rate. If the pumping rate
is constant after the first two hours of pumping, discharge measurements and recording may be
made at longer time intervals not to exceed one hour.
(8) The water level in each well and time shall be measured and recorded at intervals of five minutes
or less during the first hour of pumping and at intervals of 10 minutes or less during the second
hour of pumping. After the second hour of pumping, the water level in each well shall be
measured at such intervals that the lowering of the pumping water level does not exceed three
inches between measurements.
(9) A reference point for water level measurements shall be selected and recorded for the pumping
well and each observation well to be measured during the test. All water level measurements shall
be made from the selected reference points, which shall be permanently marked.
(10) All water level measurements shall be made with a steel or electric tape or equivalent measuring
device.
(11) All water level measurements shall be made within an accuracy of plus or minus one inch or to 0.1
foot.
(12) After the completion of the pumping period, measurements of the water level recovery rate in the
pumped well shall be made in the same manner as the drawdown for a period of two hours or
greater.
History Note:
Authority G.S. 87-87; 87-88;
Eff. February 1, 1976;
Amended Eff. September 1, 2009, April 1, 2001; December 1, 1992; September 1, 1984; April 20,
1978;
Readopted Eff. September 1, 2019.

ATTACHMENT B

Attachment B (Additional Detail on WRC Comment Letter Received 9/24/2021)
hdrinc.com
This is an attachment to the October 15, 2021 HDR letter to Jean Gibby (USACE) and
Sue Homewood (DWR)
October 15, 2021
North Carolina Department of Environmental Quality
217 West Jones Street
Raleigh, NC 27603
ATTN: Ms. Sue Homewood
SUBJECT: Individual Permit Application Public Notice Comments Received on
September 24, 2021 and follow up discussion held September 30, 2021
Greensboro Randolph Megasite and Associated Infrastructure
Randolph County, North Carolina
Ms. Homewood:
The Greensboro -Randolph Megasite Foundation, Inc. (GRMF) is providing additional
detail to the responses to public notice comments from Wildlife Resources Commission
(WRC) after discussion with Paul Wojoski of the Division of Water Resources on
September 30, 2021 regarding the proposed Greensboro -Randolph Megasite (the
"Proposed Project" or "Project GRMS"), located in northern Randolph County, North
Carolina. Below you will find additional clarification on the GRMS's responses to the WRC
comments in blue italic text.
Overall Project:
1. We recommend surveys for state -listed mussel and crayfish species to determine if
relocations are needed. Please contact Brena Jones, the Central Aquatic Wildlife
Diversity Research Coordinator, at 919-707-0369 or [e-mail].
Contact with Brena Jones will be made prior to construction of the components of
the project.
2. We highly recommend avoiding impacts to the tributary complex (S21 and its UTs)
in the eastern portion of the project. It is the only stream complex in the project
area not flowing into Dobson Lake, which is a man-made lake that already impedes
aquatic movements.
Based on available information, impacts to this area have been avoided and
minimized and cannot be further minimized or avoided. S21 and its tributaries
exhibit periods of low or no flow regularly throughout the season. Please note
during the Cape Fear shiner survey, completed by RK&K, S21 (Pages 216-217 of
the Supporting Documentation) state this stream was completely dry at the AL-4
location and had minimal water at AL-2. Please also see page 218 of the
supporting information which states the following "While these stream conditions
555 Fayetteville Street555 Fayetteville Street555 Fayetteville Street, Suites 900 & 210, Suites 900 & 210, Suites 900 & 210, Raleigh, Raleigh,
Raleigh, NC, NC, NC 27601-3034 27601-3034 27601-3034
[phone](919) 232-6600(919) 232-6600

may not be common throughout the year, streams experiencing these conditions
tend to support a more limited aquatic fauna than streams not subjected to such
low flow conditions."
3. A large portion of the project is used for surface parking. We recommend building a
parking deck or underground parking rather than impacting the streams for surface
parking. For any surface parking or roads, we recommend using bioretention cell in
parking lot medians, for example, that can collect stormwater from the building and
parking area. Additional information can be found at the NC State University's
guide:
http://www.onsiteconsortium.org/npsdeal/NC LID Guidebook.pdf.
Incorporating a parking deck or underground parking is infeasible for both
purposes of the site layout and movement of employees. A detailed stormwater
management plan is proposed that is protective of aquatic resources.
4. The applicant should avoid the removal of large trees. Due to the decline in many
tree -roosting bat populations, trees should not be removed during the maternity
roosting season for bats (May 15 — August 15).
A large portion of the site has been previously timbered. This recommendation will
be taken into consideration for the remaining areas.
5. We recommend a minimum 100-foot undisturbed buffer for perennial streams and
a 50-foot undisturbed buffer for intermittent streams and wetlands.
The streams that are not impacted for construction of the site will retain a
vegetated buffer.
6. Incorporate the following elements into erosion and sediment control plans:
minimize clearing and grading, protect waterways, phase construction for larger
construction sites (>25 acres), stabilize soils as rapidly as possible (<2 weeks),
protect steep slopes, establish appropriate perimeter controls, employ advanced
settling devices, implement a certified contractors program, and regularly inspect
erosion control measures. Ensure all silt fencing is removed once vegetation has
reestablished and soils have stabilized.
The project will adhere to the NCDEQ NPDES Construction Stormwater
requirements and the NCGO1 General Construction Permit.
7. Disturbed areas should be reseeded with native seed mixtures that are beneficial
to wildlife. The applicant should consider planting native, wildflower seed mixes
and plants that will create pollinator habitat, which would also improve the
aesthetics of the project and within rights -of -way. Bermudagrass, redtop, tall

fescue, and lespedeza, which are invasive and/or non-native species, should not
be used and these species provide little benefit to wildlife. In lieu of lawn or grassy
areas, we recommend planting native pollinator species or other native vegetation.
Avoid using invasive, non-native plants in seed mixtures or landscaping plants
(http://www.ncwildflower.org/plant galleries/invasives list).
The areas that will be seeded will follow each utility owner's specification or the
NCDOT standard specification and stabilization requirements regarding seeding
and mulching.
8. Sediment and erosion control measures should be installed prior to any land
clearing or construction. The use of biodegradable and wildlife -friendly
sediment and erosion control devices is strongly recommended. Silt fencing,
fiber rolls and/or other products should have loose -weave netting that is made of
natural fiber materials with movable joints between the vertical and horizontal
twines. Silt fencing that has been reinforced with plastic or metal mesh should be
avoided as it impedes the movement of terrestrial wildlife species. These measures
should be routinely inspected and properly maintained. Excessive silt and sediment
loads can have numerous detrimental effects on aquatic resources including
destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic
species.
The project will adhere to the NCDEQ NPDES Construction Stormwater
requirements and the NCG01 General Construction Permit. Sediment and erosion
control devices will be monitored/maintained regularly throughout the project
construction and removed following construction/stabilization.
Utility Lines:
9. To reduce impacts to streams, we recommend the sewer/water line run from
Liberty Road portion as seen in Alternative 1 and then use Alternative 2 route
along Steeple Chase Road.
The City of Greensboro has a Capital Improvements Program (CIP) project that
takes water and sewer service approximately 2 miles from the project. This
alternative has fewer impacts than the Alternative 2 route noted above and is the
preferred alignment as it can tie to the CIP Southeast Feeder Main and Liberty
Road Sewer Force Main project.
10. The directional bore stream crossing method should be used for utility crossings
rather than opencut stream crossing method to prevent the likelihood of future
lateral movement of the stream, causing undercutting or erosion around the utility
line. The open -cut stream crossing method should only be used when water level
is low and stream flow is minimal.

The City of Greensboro evaluates utilizing directional bores during their design and
incorporates it when feasible.
11. Sewer lines, water lines, and other utility infrastructure should be kept out of
riparian buffer areas. Manholes or similar access structures should not be allowed
within buffer areas. Stream crossings should be near perpendicular (75° to 105°) to
stream flow.
The utilities have been designed to avoid and minimize impacts to jurisdictional
resources and buffers with crossings at or near perpendicular.
12. Clearing of the rights -of -way should be avoided during the migratory bird nesting
season, roughly March to August.
The utility lines have been designed to follow existing right-of-ways as much as
possible to avoid having additional clearing impacts.
Transportation:
13. The culvert must be designed to allow for aquatic life and fish passage. Generally,
the culvert or pipe invert should be buried at least 1 foot below the natural
streambed (measured from the natural thalweg depth). If multiple barrels are
required, barrels other than the base flow barrel(s) should be placed on or near
stream bankfull or floodplain bench elevation (similar to Lyonsfield design). These
should be reconnected to floodplain benches as appropriate. This may be
accomplished by utilizing sills on the upstream and downstream ends to restrict or
divert flow to the base flow barrel(s). Silled barrels should be filled with sediment so
as not to entrap wildlife or support mosquito breeding conditions. Sufficient water
depth should be provided in the base flow barrel(s) during low flows to
accommodate fish movement. If culverts are longer than 40-50 linear feet,
alternating or notched baffles should be installed in a manner that mimics existing
stream pattern. This should enhance aquatic life passage: 1) by depositing
sediments in the barrel, 2) by maintaining channel depth and flow regimes, and 3)
by providing resting places for fish and other aquatic organisms. In essence, base
flow barrel(s) should provide a continuum of water depth and channel width without
substantial modifications of velocity.
If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
Culverts or pipes should be situated along the existing channel alignment
whenever possible to avoid channel realignment. Widening the stream channel
must be avoided. Stream channel widening at the inlet or outlet end of structures
typically decreases water velocity causing sediment deposition that requires
increased maintenance and disrupts aquatic life passage.

Riprap should not be placed in the active thalweg channel or placed in the
streambed in a manner that precludes aquatic life passage. Bioengineering
boulders or structures should be professionally designed, sized, and installed.
These items will be incorporated into the NCDOT design unless there is an existing
pipe, culvert, or bridge which would dictate a different design.
14. The NCWRC encourages the applicant to consider additional measures to protect
wildlife species in developing landscapes. The NCWRC's Guidance Memorandum
to Address and Mitigate Secondary and Cumulative Impacts to Aquatic and
Terrestrial Wildlife Resources and Water Quality details measures to minimize
secondary and cumulative impacts to aquatic and terrestrial wildlife resources:
http://www.ncwildlife.orq/portals/0/Conserving/documents/2002 GuidanceMemora
ndumforSecondaryandCumulativelmpacts.pdf (August 2002).
This document was taken into consideration during development of the Secondary
and Cumulative Analysis for the project which has been submitted to DWR with the
permit application.
The Applicant looks forward to working with the DWR on completing the permitting
process and issuance of a 401 Water Quality Certification for the GRMS project. Please
call me at 919-232-6637 or email at [e-mail] if you need additional
information or clarification on any of the information provided.
Sincerely,
HDR Engineering Inc. of the Carolinas
Vick0,JA( kir
Vickie Miller, AICP, PWS
Senior Environmental Planner
cc: Jim Melvin, Greensboro Randolph Megasite Foundation
Wendee Smith, S2 Consulting

ATTACHMENT C

01 I -17 01 X-18
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
- - - - - - - - - EXISTING PERENNIAL STREAM
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-01

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)
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
W7.1
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
W4OB
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
11
W7
35.895927
-79.626777
Fill
PFO
0.06
0
W11.3
11
W8
35.896215
-79.626185
Fill
PFO
0.05
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
Fill
PFO
0.24
0
W16.1
16
W28
35.890797
-79.616121
Fill
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
0
W17.2
17
W3
35.888035
-79.636276
Fill
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
Fill
PFO
0.24
0
W19.2
19
W14
35.888443
-79.625216
Fill
PFO
0.12
0
W19.3
19
HDR WF
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
pr-79.619415
Fill
PFO
1.84
0
W23.1
23
WIN
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.
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-02
N.C.B.E.L.S. License Number: F-0116

C:\pwworking\east0l\d0378831\02X-00.dwg, 3, 10/15/2021 5:02:05 PM, JTURLEY
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
Fill
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
Fill
I
4
203
0
812
S8.1
8
S22
35.899567
-79.617489
Fill
P
3
79
0
237
S9.1
9
S43/S43B
35.898866
-79.63863
Fill
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
-79.629804
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
Fill
I
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
Fill
I
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
Fill
I
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
Fill
I
3
107
0
321
S14.1
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
S15.2
15
S26
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
S25/S25R
35.893092
-79.620224
Fill
P
3
541
0
1623
S16.2
16
S35
35.891276
-79.615761
Fill
P
4
483
0
1932
S16.3
16
S21
35.892261
-79.619717
Fill
P
4
1918
0
7671
S17.1
17
S45
35.889256
-79.639931
Fill
P
4
861
65
260
S17.2
17
S44
35.889771
-79.639514
Fill
P
3
756
0
2268
S18.1
18
S12B
35.8868
-79.632719
Fill
P
3
162
0
486
S18.2
18
S1
35.886749
-79.63223
Fill
P
4
752
0
3009
S18.3
18
S11
35.887125
-79.631796
Fill
P
3
232
0
696
S19.1
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
S20.2
20
S21
35.890149
-79.619916
Fill
P
4
1728
0
6912
S20.3
20
HDR S9
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
S24.1
24
S21
35.885824
-79.619151
Fill
P
4
346
0
1384
S24.2
24
S30
35.884555
-79.619164
Fill
P
3
2240
40
120
S24.3
24
HDR S4
35.885421
-79.619586
Fill
1
4
450
0
1800
S24.4
24
HDR S3
35.884454
-79.618546
Fill
P
3
412
0
1236
S24.4
24
HDR S3
35.884454
-79.618546
Fill
1
3
422
0
1266
S24.5
24
HDR S5
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.
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-03

C:\pwworking\east0l\d0378831\02X-00.dwg, 4, 10/15/2021 4:17:11 PM, JTURLEY
Open Water Impacts
Impact
Number
Sheet
Number
Name of
Waterbody
Lat.
(decimal
degrees)
Long.
(decimal
degrees)
Permanent (P)
or Temporary
(T)
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
35.899604
-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)
S6.2
6
S1
35.9005
-79.629
Indirect
P
4
208
0
832
S6.3
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
I
3
378
0
1134
S5.3
5
S43A
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)
Permane
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 mpacts
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.
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-04

C:\pwworking\east0l\d0378831\02X-00.dwg, 5, 10/15/2021 5:17:45 PM, JTURLEY
r
ems; PROPOSED DUKE
L,, ) ENERGY 500kV
l III `� CORRIDOR
•
- •
(
i -, /
N
(
\\---
\
iCJ I-1 L
OHE
IMP IMP IMP
i
IMP 0.
/ S ), ✓ 1 1L 1 /- -��`��
/
j� �? �\ /
OLD 421 RD
P5.5
OHE
OHE
S5.3 _-_
i
) -�-��_
\w' l Lti
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1 mid \ \. 1 l� 1
NORFOLKSOUTHERNe
P5.3
MATCHLINE - SEE SHEET 9 FOR CONTINUATION
OM IMP OM
IMP
OHE
NON -JURISDICTIONAL
POND (PA), 0.08 AC.
1
OHE
IMP OM IMP
W5.2 S5.2
z
0
1-
z
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W5.1
W38
Fill
0.03
0
W5.2
W40A
Fill
0.04
0
Total
0.07
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P5.1
P6
All
0.17
P5.2
P7
Fill
1.39
P5.3
P8
Fill
0.02
P5.4
P2
Fill
1.35
Total
2.93
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S5.1
SK
Fill
25
0
S5.2
S45
Fill
492
0
S5.3
S15
Fill
34
39
Total
551
39
Indirect - Open Water Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
P5.5
P5
Indirect
0.09
0
Total
0.09
0
Indirect - Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W5.3
W39
Indirect
0.29
0
Total
0.29
0
Indirect - Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S5.3
S43A
Indirect
212
0
Total
212
0
N
vir�4 _ l-i:5 l
ilinialaitir
It Ill
III I• CE■!
Lid
KEY MAP
NOT TO SCALE
0 200'
IIIIIIIIIIIII- IIIIIIIIIIIII-
SCALE: 1" = 200'
400'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-05

C:\pwworking\east0l\d0378831\02X-00.dwg, 6, 10/15/2021 5:03:10 PM, JTURLEY
r �___
,_f)— NORFOLK SOUTHERN RAILROAD J -
z
OI_
H
z
z OHE
oI
Lo
2
MIN
IMP
MO
/
'b_ ri / J./
1
I � /
NORFOLK SOUTHERN RRAILROLD A
.1=IP IMP
CORRIDOR
11II /f�//1� �) J/ / /
)
/ J 17.7 \ ( / j \— ,
��—r/2 J `4-/ 44
► r ,—_Y / / \1�
P6;741*%
/litlip. —12—___
t
/ 1 _� —
ti J�� / 1 \ S6.4
/ ),-
/ \W6.3
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W6.2
PROPOSED DUKE
ENERGY 500kV J /
MATCHLINE - SEE SHEET 10 FOR CONTINUATION
r
z
0
Q
z_
I~
z
0
U
ct
0
LL
Ow
W
7./1 W
IW
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W6.1
W5
Fill
0.13
0
W6.2
W5
Fill
0.19
0
Total
0.32
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P6.1
P10
Fill
2.02
Total
2.02
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S6.1
S7
Fill
633
0
S6.2
S1
Fill
485
0
Total
1118
0
Indirect - Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S6.2
S1
Fill
208
0
S6.3
S1
Indirect
632
0
S6.4
S2
Indirect
256
0
Total
1096
0
Indirect - Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W6.3
W1
Indirect
0.07
0
Total
0.07
0
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NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-06

C:\pwworking\east0l\d0378831\02X-00.dwg, 7, 10/15/2021 5:03:37 PM, JTURLEY
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z
z
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W7.1
W22
Fill
0.15
0
Total
0.15
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P7.1
P11
Fill
0.17
Total
0.17
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S7.1
S5
Fill
203
0
Total
203
0
Indirect - Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S7.2
S2
Indirect
378
0
Total
378
0
Indirect - Open Water Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
P7.2
P12
Indirect
0.69
0
Total
0.69
0
Indirect - Wetland Impacts
KEY MAP
NOT TO SCALE
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
0
SCALE: 1" = 200'
400'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-07

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♦
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S8.1
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OHE
--
7s�
♦
•
MATCHLINE - SEE SHEET 12 FOR CONTINUATION
1
—
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W8.1
W21
Fill
0.24
0
W8.2
W23
Fill
0.25
0
Total
0.49
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S8.1
S22
Fill
79
0
Total
79
0
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0
200'
400'
SCALE: 1" = 200'
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-08
N.C.B.E.L.S. License Number: F-0116

C:\pwworking\east0l\d0378831\02X-00.dwg, 9, 10/15/2021 4:26:32 PM, JTURLEY
PROPOSED GRADING
MATCHLINE - SEE SHEET 5 FOR CONTINUATION
W9.1
PROPOSED GRADING
S9.1
MATCHLINE - SEE SHEET 13 FOR CONTINUATION
PROPOSED INTERIOR
RAIL LINES
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W9.1
W40A
Fill
0.02
0
W9.2
W4OB
Fill
0.02
0
W9.3
W37
Fill
0.14
0
W9.4
W43
Fill
0.05
0
W9.5
W45
Fill
0.01
0
Total
0.24
0
I? Pond Impacts
uz
1-
z
0
U
0
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P9.1
P8
Fill
0.42
Total
0.42
LL Perennial Stream Impacts
Io
IH
w
W
1
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S9.1
S43IS43B
Fill
768
0
S9.2
S45
Fill
2363
0
Total
3131
0
W
W
Intermittent Stream Impacts
W
z
I =
11(2
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S9.3
351
Fill
81
0
S9.4
S48
Fill
45
55
Total
126
55
0
KEY MAP
NOT TO SCALE
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-09

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Z
H
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W
2
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W
W
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2
PROPOSED INTERIOR
RAIL LINES
BROWNS MEADOW RD
MATCHLINE - SEE SHEET 6 FOR CONTINUATION
PROPOSED GRADING
PROPOSED GRADING
MATCHLINE - SEE SHEET 14 FOR CONTINUATION
S 10.3
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S10.1
S1
Fill
2191
0
S10.2
S7
Fill
1092
0
S10.3
S4
Fill
65
0
Total
3348
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S10.4
SA
Fill
116
0
S10.5
S9
Fill
601
0
S10.6
S8
Fill
588
0
Total
1305
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KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F 1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-10
N.C.B.E.L.S. License Number: F-0116

C:\pwworking\east0l\d0378831\02X-00.dwg, 11, 10/15/2021 4:44:41 PM, JTURLEY
I
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S11.1
INTERMITTENT
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PROPOSED GRADING
MATCHLINE - SEE SHEET 15 FOR CONTINUATION
/
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W11.4
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W11.1
W6
Fill
0.02
0
W11.2
W7
Fill
0.06
0
W11.3
W8
Fill
0.05
0
W11.4
W22
Fill
0.16
0
Total
0.29
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P11.1
P11
Fill
0.05
Total
0.05
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S11.1
S4
Fill
323
0
S11.4
S20
Fill
124
0
Total
447
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S11.1
S4
Fill
455
0
S11.2
SA
Fill
175
0
S11.3
S9
Fill
758
0
S11.5
S5
Fill
163
0
Total
1551
0
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0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-11

C:\pwworking\east0l\d0378831\02X-00.dwg, 12, 10/15/2021 5:22:28 PM, JTURLEY
W12.1
MATCHLINE - SEE SHEET 8 FOR CONTINUATION
PROPOSED GRADING
a*4
/NN
MATCHLINE - SEE SHEET 16 FOR CONTINUATION
•
♦
PROPOSED DUKE
ENERGY 500kV
CORRIDOR
♦
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W12.1
W22
Fill
0.07
0
W12.2
W20
Fill
0.10
0
W12.3
W21
Fill
0.09
0
W12.4
W24
Fill
0.22
0
Total
0.47
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S12.1
S20
Fill
949
0
S12.2
S22
Fill
330
0
S12.3
S21
Fill
1689
0
Total
2968
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S12.4
S23
Fill
76
0
Total
76
0
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-12

PROPOSED
POWER DISTRIBUTION
LINE TO SITE
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W13.1
.411
.411
S13.1 PROPOSED GRADING
.411
MATCHLINE - SEE SHEET 14 FOR CONTINUATION
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
WB
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
0.20
Perennial Stream Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S13.1
S45
Fill
2140
0
Total
2140
0
Intermittent Stream Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S13.2
SY
Fill
107
0
Total
107
0
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
.
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-13
N.C.B.E.L.S. License Number: F-0116

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2
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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
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W14.1
W9
Fill
0.34
0
W14.2
W12
Fill
0.26
0
Total
0.60
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P14.1
P13
Fill
3.77
Total
3.77
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S14.1
S1
Fill
1419
0
Total
1419
0
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KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-14
N.C.B.E.L.S. License Number: F-0116

C:\pwworking\east0l\d0378831\02X-00.dwg, 15, 10/15/2021 5:04:37 PM, JTURLEY
z
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411,
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W15.1
W35
Fill
0.25
0
W15.2
W25
Fill
0.24
0
Total
0.49
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S15.1
S25
Fill
410
0
Total
410
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S15.3
HDR S9
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222
0
S15.2
S26
Fill
163
0
Total
385
0
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0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
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
W16.2
S16.2
W16.1
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MATCHLINE - SEE SHEET 20 FOR CONTINUATION
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W16.1
W28
Fill
0.05
0
W16.2
W31
Fill
0.54
0
W16.3
HDR WG
Fill
0.11
0
W16.4
HDR WH
Fill
0.67
0
Total
1.37
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P16.1
PC
Fill
0.81
Total
0.81
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S16.1
S25/S25R
Fill
541
0
S16.2
S35
Fill
483
0
S16.3
S21
Fill
1918
0
Total
2942
0
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-16
N.C.B.E.L.S. License Number: F-0116

.411
S17.1
.411
S17.1
MATCHLINE - SEE SHEET 13 FOR CONTINUATION
41
W17.1
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)
J 1
Jf /I I �� L
\\
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MATCHLINE - SEE SHEET 21 FOR CONTINUATION
.411
PROPOSED GRADING
/7 /// ;-
J/1 / (/ r
// /
rim -
-�. / I I,2
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
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W17.1
W44
Fill
0.03
0
W17.2
W3
Fill
0.26
0
Total
0.29
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P17.1
P16
Fill
0.39
P17.2
P17
Fill
1.37
Total
1.76
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S17.1
S45
Fill
861
65
S17.2
S44
Fill
756
0
Total
1617
65
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-17
N.C.B.E.L.S. License Number: F-0116

z
W18.4
,
rJ�
47,
//%�—J �L/���`�
��—
MATCHLINE - SEE SHEET 14 FOR CONTINUATION
S18.1
S18.2
,- S18.2
MATCHLINE - SEE SHEET 22 FOR CONTINUATION
PROPOSED GRADING
MATCHLINE - SEE SHEET 19 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W18.1
W9
Fill
0.07
0
W18.2
W10
Fill
0.16
0
W18.3
W13
Fill
0.14
0
W18.4
W3
Fill
0.005
0
Total
0.37
0
Pond Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
P18.1
P13
Fill
1.88
P18.2
P15
Fill
6.32
P18.3
P14
Fill
1.21
Total
9.41
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S18.1
312B
Fill
162
0
S18.2
S1
Fill
752
0
S18.3
811
Fill
232
0
Total
1146
0
WAMMI
I a -11 nill RV
hirOMMIN
,i1
Ilk
wad*
A
Illa
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-18
N.C.B.E.L.S. License Number: F-0116

C:\pwworking\east0l\d0378831\02X-00.dwg, 19, 10/15/2021 5:05:25 PM, JTURLEY
MATCHLINE - SEE SHEET 15 FOR CONTINUATION
MATCHLINE - SEE SHEET 23 FOR CONTINUATION
PROPOSED GRADING
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND
KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W19.1
W34
Fill
0.24
0
W19.2
W14
Fill
0.12
0
W19.3
HDR WF
Fill
0.15
0
Total
0.51
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S19.1
HDR S9
Fill
1484
0
Total
1484
0
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F 1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-19

C:\pwworking\east0l\d0378831\02X-00.dwg, 20, 10/15/2021 5:24:26 PM, JTURLEY
S20.3
S20.2
S20.1
S20.2
W20.3
MATCHLINE - SEE SHEET 16 FOR CONTINUATION
S20.1
W20.2
PROPOSED GRADING
MATCHLINE - SEE SHEET 24 FOR CONTINUATION
11
S20.1
W20.
1
1
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,/, 1 1/-- J/ /
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S20.5
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W20.1
W28
Fill
0.78
0
W20.2
W32
Fill
0.19
0
W20.3
HDR WE
Fill
1.84
0
Total
2.80
0
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S20.3
HDR S9
Fill
417
0
S20.5
S31
Fill
29
54
Total
446
54
Perennial Stream Impacts
Site
from PJD
Type
Impact Length
Impact Length
S20.1
S35
Fill
1443
0
S20.2
S21
Fill
1728
0
S20.4
S30
Fill
1708
45
S20.5
S31
Fill
187
0
Total
5066
45
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
N.C.B.E.L.S. License Number: F-0116
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-20

MATCHLINE - SEE SHEET 17 FOR CONTINUATION
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MATCHLINE - SEE SHEET 22 FOR CONTINUATION
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
2) NO JURISDICTIONAL IMPACTS THIS SHEET
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0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-21
N.C.B.E.L.S. License Number: F-0116

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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S22.1
51
Fill
406
41
Total
406
41
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-22
N.C.B.E.L.S. License Number: F-0116

♦
♦
S23.1
MATCHLINE - SEE SHEET 19 FOR CONTINUATION
411,
W23.1
NON -JURISDICTIONAL
POND (PB), 0.98 AC. —
NON -JURISDICTIONAL
WETLAND (HDR WD), 0.02 AC.
MATCHLINE - SEE SHEET 25 FOR CONTINUATION
I I I
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Wetland Impacts
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
0.00
Perennial Stream Impacts
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
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0
200'
400'
SCALE: 1" = 200'
F 1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-23
N.C.B.E.L.S. License Number: F-0116

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S24.2
S24.1
S24.2
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S24.5
MATCHLINE - SEE SHEET 20 FOR CONTINUATION
S24.2
W24.1
S24.4
PERENNIAL
k
i
S24.2
1
1
1
PROPOSED INTERIOR
RAIL LINES
S24.4
INTERMITTENT
.411
PROPOSED GRADING
MATCHLINE - SEE SHEET 26 FOR CONTINUATION
r
.411
I
GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
Wetland Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Area
(AC)
Temporary
Impact Area
(AC)
W24.1
HDR WB
Fill
0.12
0
Total
0.12
0
Perennial Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S24.1
S21
Fill
347
0
S24.2
S30
Fill
2240
40
S24.4
HDR S3
Fill
412
0
Total
2999
40
Intermittent Stream Impacts
Impact
Site
Feature ID
from PJD
Impact
Type
Permanent
Impact Length
(LF)
Temporary
Impact Length
(LF)
S24.3
HDR S4
Fill
450
0
S24.4
HDR S3
Fill
422
0
S24.5
HDR S5
Fill
71
0
Total
943
0
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KEY MAP
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0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-24
N.C.B.E.L.S. License Number: F-0116

)
1
MATCHLINE — SEE SHEET 23 FOR CONTINUATION
.411
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
IFIEL174 -11WrItal
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ximmmiii
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4111
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01 X-25
N.C.B.E.L.S. License Number: F-0116

zl
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.411
MATCHLINE - SEE SHEET 24 FOR CONTINUATION
11 S26.1
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f r /
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GENERAL NOTES:
1) SEE SHEET 1 FOR LEGEND AND KEY MAP
2) NO JURISDICTIONAL IMPACTS THIS SHEET
Perennial Stream Impacts
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
rf' ram' '�• � 04
-14w:
IS
0
"Valial
trig
VIII
KEY MAP
NOT TO SCALE
0
200'
400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
919.232.6600
PROJECT GRMS
SITE PLAN
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
01X-26
N.C.B.E.L.S. License Number: F-0116

ATTACHMENT D

N
LEGEND
EXISTING WETLAND
EXISTING POND
EXISTING PERENNIAL
STREAM
EXISTING INTERMITTENT
STREAM
NOT TO SCALE
PERMANENT WETLAND
IMPACT
TEMPORARY WETLAND
IMPACT
PERMANENT POND
IMPACT
PERMANENT STREAM
IMPACT
TEMPORARY STREAM
IMPACT
TRANSPORTATION
COORIDOR BOUNDARY
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-01
N.C.B.E.L.S. License Number: F-0116

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)
WT2.1
2
WB
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
HDR WC
35.87958
-79.6275104
Fill
PEW
0.003
0
WT9.1
9
WSA
35.8751
-79.6281868
Fill
PEM
0.035
0
WT9.2
9
WS
35.87448
-79.6284527
Fill
PFO
0.014
0
WT9.3
9
WK
35.8741
-79.6292021
Fill
PEM
0.168
0
WT9.4
9
WN
35.87394
-79.6260799
Fill
PFO
0.066
0
Total
0.305
0
Open Waterlmpacts
Impact
Number
sheet
Number
Open Water
ID
Lat. (decimal
degrees)
Long. (decimal
degrees)
Type of
Impact
Waterbody
Type
Area of
Impact
(acres)
PTS.1
8
P18
35.8777355
-79.6078387
Fill
Pond
0.1101
PT8.2
8
P19
35.8780052
-79.6280614
Fill
Pond
0.0066
PT9.1
9
PB
35.8740277
-79.6296036
Fill
Pond
0.38
Total
0.50
Stream Impacts
Impact
Number
Sheet
Number
Stream
ID
Lat.
(decimal
degrees)
Long. (decimal
degrees)
Type of
Impact
Perennial
(PER) or
Intermittent
(INT)
Average
Stream
Width
(feet)
Permanent
Impact
Length
(linear feet)
Temporary
Impact
Length
(linear feet)
Impact Area
(square feet)
ST2.1
2
SE
35.894183
-79.6546671
Culvert
PER
6
32
0
190
ST4.1
4
SE
35.892565
-79.6541181
Culvert
PER
10
584
0
5,845
ST4.2
4
SE1
35.891597
-79.6543983
Culvert
PER
5
170
0
850
ST4.3
4
SW
35.890681
-79.6520941
Culvert
INT
4
727
0
908
ST5.1
5
SJ
35.891874
-79.6446361
Culvert
PER
3
210
0
629
ST5.2
5
SK
35.891585
-79.6460359
Culvert
INT
3
395
0
1,185
ST6.2
6
SE
35.886469
-79.6414069
Culvert
PER
10
21
0
210
ST6.3
6
SE
35.886031
-79.6434009
Culvert
PER
10
8
0
83
ST7.1
7
S17
35.883069
-79.6270705
Culvert
PER
3
309
0
927
ST8.1
8
HDR S6
35.879249
-79.6278092
Culvert
PER
3
469
0
1,406
ST9.1
9
SX
35.875076
-79.6281908
Culvert
PER
3
416
0
1,247
ST9.2
9
SCE
35.874564
-79.6288686
Culvert
PER
5
391
0
1,957
ST9.3
9
SS
35.874564
-79.6288686
Culvert
INT
3
168
0
505
Perennial
Sub -Total
2,609
13342.08
Intermittent
Sub -Total
1,290
4598.00
Grand -Total
3,900
•
0
17,940
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-01 A
N.C.B.E.L.S. License Number: F-0116

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Site
Feature ID
tom PJD
Impact
Type
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Impact Area
{AC)
Temporary
Impact Prea
{AC)
WT21
WB
Fill
0.018
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0
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0.018
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Perennial Steam Impact
Impact
Site
Feature ID
tom PJD
Impact
Type
Parma nerrt
Impact Length
{IFj
Temporary
Impact Length
{IFj
ST21
SE
Cutwert
32
0
Total
32
0
MATCHLINE - SEE SHEET 02X-03 FOR CONTINUATION
KEY MAP
NOT TO SCALE
200' 400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-02
N.C.B.E.L.S. License Number: F-0116

N
MATCHLINE - SEE SHEET 02X-02 FOR CONTINUATION
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Site
Feature ID
tom PJD
Impact
Type
Perms nerrt
Impact Area
{PC}
Temporary
Impact Area.
{AC)
WT4.1
WO
Fill
0.0004
0
Total
0.0004
0
Poremial Stearn Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Length
{LFj
Terrrporary
Impact Length
{LFj
ST4.1
SE
Crfuat
534
0
ST4.2
SE1
Cutust
t27
Total
1312
0
Intermittent Stream Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Length
{LFj
Temporary
Impact Length
{LFj
ST4.3
SW
Cutvot
5JO
0
Total
506
0
z
0
z
O
0
0
KEY MAP
NOT TO SCALE
200' 400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-03
N.C.B.E.L.S. License Number: F-0116

N
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Site
Feature I D
tom PJD
Impact
Type
Perms nerrt
Impact ArEa
{PC)
Temporary
Impact Area.
{AC)
'vVT5.1
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Fill
0.03
0
Total
0.03
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Poremial Stearn I
Impact
Site
Feature ID
tom PJD
Impact
Type
Perms ne rt
Impact Length
{LF)
Temporary
Impact Length
{LFj
STH.1
SJ
Cutust
210
0
Total
210
0
Intermittent Stream Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Length
{LF)
Temporary
Impact Length
{LFj
ST5.2
SK
Crfuat
395
0
Total
395
0
KEY MAP
NOT TO SCALE
200' 400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-04
N.C.B.E.L.S. License Number: F-0116

N
MATCHLINE - SEE SHEET 02X-04 FOR CONTINUATION
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Impact
Site
Feah.re ID
ion- PJD
Impact
Type
Permanent
Impact Length
{LF}
Temporary
Impact Length
{LF)
STB.2
SE
Calvert
2
STLS.3
SE
Calvert
5
ThEI
25
0
KEY MAP
NOT TO SCALE
200' 400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-05
N.C.B.E.L.S. License Number: F-0116

N
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/ /
/ /
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Perennial Steam Impact
Impact
Site
Feature ID
tom PM
Impact
Type
Perms n>errt
Impact Length
{IFj
Temporary
Impact Length
{IFj
S17.1
517
Crtuat
309
0
Total
309
0
KEY MAP
NOT TO SCALE
200' 400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-06
N.C.B.E.L.S. License Number: F-0116

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MATCHLINE - SEE SHEET 02X-08 FOR CONTINUATION
PT8.1
N
Wetland Impacts
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
InpactArea
{AC)
Temporary
Impact Area
{AC)
W1L1
WH
Fill
0.0004
0
W T8.2
HDR WC
Fill
0.003
0
Total
0.00
0
Pond Impacts
Impact
Site
Feat ureID
tom PJD
Impact
Type
Perms nerrt
Impact Area
{AC)
PTB.1
P1S
Fill
0.11
PT8.2
P19
Fill
0.01
Total
0.12
Perennial Steam Impact
Impact
Site
Feature ID
tom PJD
Impact
Type
Per manerrt
Impact Length
{IFj
Terrp:Nary
Impact Length
{IFj
STB.1
NCR Se
Cutwert
469
0
Total
469
0
KEY MAP
NOT TO SCALE
200' 400'
SCALE: 1" = 200'
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh: NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-07
N.C.B.E.L.S. License Number: F-0116

N
a \.
\\_ AA
C=_m
MATCHLINE - SEE SHEET 02X-07 FOR CONTINUATION
PT9.1
1
\
ST9.2
ST9.1
WT9.1
WT9.2-
/
/
/
WT9.4
ST9.3
Wetland Impacts
Impact
Site
Feature I6
tom PJD
Impact
Type
Perms nerrt
Impact Area
(r0C)
Temporary
Impact Area
{AC)
WT9.1
WSA
Fill
0.04
0
W19.2
WS
Fill
0.01
WT9.3
WK
Fill
0.17
WT9.4
WN
Fill
0.07
Total
0.28
0
Pond Impact;
Impact
Site
Feat me ID
tom PJo
Impact
Type
Permanent
Impact Area
(AC)
P19.1
P6
Fill
0.33
ToteI
0.33
Perennial Steam I
Impact
Site
Feature ID
tom PJD
Impact
Type
Permanent
Impact Length
{LFj
Termporary
tweet Length
{LFj
ST9.1
SX
Cuheert
416
0
S19.2
SO
Culvert
391
Total
207
0
Intermittent Stream Impacts
Impact
Site
Feature ID
tom RID
Impact
Type
Permanent
Impact Length
{LFj
Temporary
tweet Length
{LFj
519.3
S5
Clerk
168
0
Total
168
0
KEY MAP
NOT TO SCALE
F)1
HDR Engineering Inc.
of the Carolinas
555 Fayetteville Street, Suite 900
Raleigh NC 27601
919.232.6600
PROJECT GRMS
TRANSPORTATION FACILITIES
JURISDICTIONAL IMPACTS
DATE
SHEET
10/13/2021
02X-08
N.C.B.E.L.S. License Number: F-0116

ATTACHMENT E

Legend
• I Liberty (GRMS)
USGS Streams
NWI Freshwater Emergent Wetland
NWI Freshwater Forested/Shrub Wetland
NWI Freshwater Pond/NWI Lake
0 Feet 1,2100 A
FY
. .. -4..f
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' '• '-'"f):,..414 . .- -.• ,t.:1-!•%;,:7.
'IS
PATH: GAGISIPROJECTS1006770_CITY0FGREENSBOR010259114_GBOROMSWATER-SEWERENVIROIMAP_DOCSIMXDIGRMS_NEPAIALTERNAT1VESIT1MMONS_ALTSIIMPACT_ESTIMATE_MAP_LIBERTY_20211012.MXD - USER: JGARVEY - DATE: 10112/2021
ATTACHMENT E, PAGE 1 OF 3
04-1.
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LEVEL 1 ALTERNATIVES ANALYSIS

ATTACHMENT E, PAGE 2 OF 3
,Aepn.:
J•
oatN
F�2
PATH: G:\GIS\PROJECTS\006]]0 CITY0FGREENSBOR010259114 GBOROMSWATER-SEWERENVIRO\MAP DOGS\MXD\GRMS NEPAWLTERNATIVES\TIMMONS ALTS\IMPACT ESTIMATE MAP SOPHIA 20211012.MXD - USER: JGARVEY - DATE: 10/12/2021
4
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LEVEL 1 ALTERNATIVES ANALYSIS

ATTACHMENT E, PAGE 3 OF 3
•
Legend
Guilford-Alamance
USGS Streams
NWI Freshwater Emergent Wetland
NWI Freshwater Forested/Shrub Wetland
NWI Freshwater Pond
I 0 Feet 1,800
•
F�2
sr
PATH: G:\GIS\PROJECTS\006220 CITY0FGREENSBOR010259114 GBOROMSWATER-SEWERENVIRO\MAP DOGS\MED\GRMS NEPAWLTERNATIVES\TIMMONS ALTS\IMPACT ESTIMATE MAP GUILALAMY 20211012.MXD - USER: JGARVEY - DATE: 10/12/2021
nY- -4o 05I %w cm ,A .Ikf-JY 3.
LEVEL 1 ALTERNATIVES ANALYSIS

ATTACHMENT F

Jurisdictional Features
Feature ID
Latitude
Longitude
Estimated Amount of Aquatic
Resource in Review Area
Type of Aquatic Resource
Geographic Authority to
which aquatic resource "may
be" subject
Length (LF)
Width (FT)
Area (AC)
Potential Non -Wetland Waters:
Perennial (P) or Intermittent (I)
S1
35.89707
-79.629481
632
4
0.06
INTERMITTENT
Section 404
S2
35.90137
-79.628476
635
3
0.04
INTERMITTENT
Section 404
S4
35.899
-79.627656
455
4
0.04
INTERMITTENT
Section 404
S5
35.89953
-79.627395
367
4
0.03
INTERMITTENT
Section 404
S8
35.89731
-79.631251
588
3
0.04
INTERMITTENT
Section 404
S9
35.89567
-79.628132
1,359
4
0.12
INTERMITTENT
Section 404
S23
35.89795
-79.618076
76
3
0.01
INTERMITTENT
Section 404
S26
35.89363
-79.62132
163
3
0.01
INTERMITTENT
Section 404
S27
35.89027
-79.61341
262
3
0.02
INTERMITTENT
Section 404
S31
35.88822
-79.614343
537
3
0.04
INTERMITTENT
Section 404
S43A
35.90193
-79.640031
212
3
0.01
INTERMITTENT
Section 404
S47A
35.89944
-79.644505
232
5
0.03
INTERMITTENT
Section 404
S48
35.89809
-79.643781
227
3
0.02
INTERMITTENT
Section 404
S51
35.89929
-79.637732
81
4
0.01
INTERMITTENT
Section 404
SA
35.89795
-79.62832
292
3
0.02
INTERMITTENT
Section 404
SM
35.88426
-79.638067
308
4
0.03
INTERMITTENT
Section 404
SP
35.87915
-79.633636
127
3
0.01
INTERMITTENT
Section 404
SR
35.87555
-79.629591
57
8
0.01
INTERMITTENT
Section 404
SY
35.89398
-79.638474
107
2
0.00
INTERMITTENT
Section 404
HDR S3
35.88445
-79.617858
422
3
0.03
INTERMITTENT
Section 404
HDR S4
35.88544
-79.619587
450
4
0.04
INTERMITTENT
Section 404
HDR S5
35.88468
-79.619109
68
3
0.00
INTERMITTENT
Section 404
HDR S7
35.88005
-79.626623
89
2
0.00
INTERMITTENT
Section 404
HDR S9
35.8887
-79.62174
2,126
3
0.15
INTERMITTENT
Section 404
S1
35.89707
-79.629481
5,935
4
0.54
PERENNIAL
Section 404
S4
35.899
-79.627656
386
4
0.04
PERENNIAL
Section 404
S7
35.89894
-79.630644
1,728
3
0.12
PERENNIAL
Section 404

S11
35.88714
-79.631756
232
3
0.02
PERENNIAL
Section 404
S12B
35.88688
-79.632721
162
3
0.01
PERENNIAL
Section 404
S15
35.90138
-79.643933
159
3
0.01
PERENNIAL
Section 404
S17
35.88313
-79.62694
1,751
3
0.12
PERENNIAL
Section 404
S18
35.88318
-79.629228
364
4
0.03
PERENNIAL
Section 404
S20
35.89887
-79.619857
1,073
3
0.07
PERENNIAL
Section 404
S21
35.89529
-79.618965
5,682
4
0.52
PERENNIAL
Section 404
S22
35.89927
-79.617759
410
3
0.03
PERENNIAL
Section 404
S25
35.89335
-79.621214
951
3
0.07
PERENNIAL
Section 404
S30
35.88374
-79.619907
6,493
3
0.45
PERENNIAL
Section 404
S31
35.88822
-79.614343
186
3
0.01
PERENNIAL
Section 404
S35
35.88973
-79.616707
1,926
4
0.18
PERENNIAL
Section 404
S42
35.88847
-79.642542
1,190
4
0.11
PERENNIAL
Section 404
S43/S43B
35.89852
-79.638496
768
4
0.07
PERENNIAL
Section 404
S44
35.88978
-79.638861
756
3
0.05
PERENNIAL
Section 404
S45
35.89385
-79.638879
6,717
4
0.62
PERENNIAL
Section 404
S47
35.89752
-79.644212
2,393
4
0.22
PERENNIAL
Section 404
S49/SI
35.89511
-79.646704
1,847
3
0.13
PERENNIAL
Section 404
SE
35.88542
-79.639078
2,073
8
0.38
PERENNIAL
Section 404
SJ
35.89338
-79.644195
910
4
0.08
PERENNIAL
Section 404
SK
35.90039
-79.636639
23
2
0.00
PERENNIAL
Section 404
SN
35.88589
-79.638616
520
3
0.04
PERENNIAL
Section 404
SQ
35.87471
-79.629182
1,224
5
0.14
PERENNIAL
Section 404
SX
35.87505
-79.628182
387
3
0.03
PERENNIAL
Section 404
HDR S2
35.88143
-79.618675
129
3
0.01
PERENNIAL
Section 404
HDR S3
35.8844
-79.619107
413
3
0.03
PERENNIAL
Section 404
HDR S6
35.8791
-79.628045
1,117
3
0.08
PERENNIAL
Section 404
PERENNIAL
47,901
4.20
INTERMITTENT
9,871
0.78
GRAND -TOTAL
57,772
4.97

Feature ID
Latitude
Longitude
Estimated Amount
of Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic Authority to
which aquatic resource
"may be" subject
Area (AC)
Potential Wetland:
Cowardin
W1
35.901052
-79.628728
0.0680
PFO
Section 404
W3
35.888023
-79.636341
0.2587
PFO
Section 404
W5
35.901172
-79.631544
0.3041
PFO
Section 404
W6
35.895602
-79.628154
0.0174
PFO
Section 404
W7
35.895938
-79.62677
0.0556
PFO
Section 404
W8
35.896217
-79.626183
0.0511
PFO
Section 404
W9
35.891045
-79.633439
0.4042
PFO
Section 404
W10
35.889601
-79.632163
0.1559
PFO
Section 404
W12
35.892271
-79.6311
0.2630
PFO
Section 404
W13
35.887307
-79.631892
0.1395
PFO
Section 404
W14
35.888427
-79.625187
0.1214
PFO
Section 404
W15
35.882807
-79.627646
0.0334
PFO
Section 404
W16
35.882099
-79.629833
0.1822
PFO
Section 404
W17
35.882558
-79.628227
0.1678
PFO
Section 404
W18A
35.893567
-79.638929
0.1317
PFO
Section 404
W18B
35.882612
-79.62938
0.3992
PFO
Section 404
W19
35.894001
-79.638929
0.1382
PFO
Section 404
W20
35.898553
-79.61903
0.1009
PFO
Section 404
W21
35.899725
-79.618995
0.3314
PFO
Section 404
W22
35.899401
-79.621416
0.3804
PFO
Section 404
W23
35.899799
-79.617223
0.2488
PSS
Section 404
W24
35.897577
-79.618322
0.2161
PFO
Section 404
W25
35.893443
-79.622395
0.2448
PFO
Section 404
W26
35.888316
-79.612949
0.1399
PFO
Section 404
W27
35.8914
-79.613536
0.1637
PFO
Section 404
W28
35.890135
-79.6165
0.8301
PFO
Section 404
W29
35.891268
-79.610492
0.1418
PFO
Section 404
W31
35.892504
-79.615323
0.5393
PFO
Section 404
W32
35.888995
-79.618603
0.1850
PFO
Section 404
W33
35.890475
-79.612007
0.1978
PFO
Section 404
W34
35.889433
-79.624715
0.2419
PFO
Section 404
W35
35.891051
-79.624422
0.2519
PEM
Section 404
W36
35.900649
-79.645203
0.2869
PFO
Section 404
W37
35.898679
-79.637031
0.1394
PFO
Section 404
W38
35.899726
-79.639527
0.0336
PFO
Section 404
W39
35.90237
-79.640494
0.2870
PFO
Section 404
W40A
35.899448
-79.637919
0.0570
PFO
Section 404
W40B
35.898941
-79.637561
0.0167
PFO
Section 404
W43
35.898438
-79.638569
0.0497
PFO
Section 404
W44
35.889789
-79.638849
0.0272
PFO
Section 404
W45
35.897298
-79.638796
0.0130
PFO
Section 404

W47
35.899848
-79.645145
0.1125
PFO
Section 404
W48
35.895581
-79.647394
0.0544
PFO
Section 404
W50
35.894758
-79.645292
0.3866
PFO
Section 404
WA
35.902046
-79.62803
0.0098
PFO
Section 404
WB
35.891934
-79.638711
0.0625
PFO
Section 404
WD
35.90027
-79.644173
0.0036
PEM
Section 404
WE
35.886194
-79.639364
2.5869
PFO
Section 404
WG/WU
35.88377
-79.636235
2.2601
PSS
Section 404
WH
35.877329
-79.632737
0.0048
PFO
Section 404
WJ
35.875436
-79.629774
0.1576
PFO
Section 404
WQ
35.900969
-79.645506
0.0969
PFO
Section 404
WS
35.874477
-79.628189
0.0084
PEM
Section 404
WSA
35.875106
-79.628175
0.0350
PEM
Section 404
WT
35.885139
-79.635962
0.2601
PSS
Section 404
WV
35.884188
-79.637531
0.0755
PSS
Section 404
WW
35.884016
-79.625747
0.1508
PEM
Section 404
HDR WA
35.884876
-79.633489
0.5334
PEM
Section 404
HDR WB
35.884781
-79.61878
0.1389
PFO/PEM
Section 404
HDR WC
35.879765
-79.627375
0.1487
PEM
Section 404
HDR WE
35.888703
-79.619802
1.8366
PFO
Section 404
HDR WF
35.888538
-79.621476
0.1460
PFO
Section 404
HDR WG
35.890986
-79.620095
0.1293
PEM
Section 404
HDR WH
35.892543
-79.619588
0.6622
PFO
Section 404
W30
35.892413
-79.61342
0.0940
PFO
Non -jurisdictional
HDR WD (Non -JD)
35.882083
-79.622543
0.0180
PEM
Non -jurisdictional
Total
17.9880

Feature ID
Latitude
Longitude
Estimated Amount
of Aquatic Resource
in Review Area
Type of Aquatic
Resource
Geographic Authority to
which aquatic resource
"may be" subject
Area (AC)
Potential Non -
Wetland Waters:
Open Water
Dodsons Lake
35.879458
-79.631805
52.9621
Lake
Section 404
P2
35.900707
-79.643836
1.3519
Pond
Section 404
P3
35.899907
-79.64428
0.2390
Pond
Section 404
P4
35.894196
-79.644886
1.3932
Pond
Section 404
P5
35.90237
-79.64013
0.0897
Pond
Section 404
P6
35.901572
-79.639562
0.1721
Pond
Section 404
P7
35.900748
-79.639568
1.3896
Pond
Section 404
P8
35.89916
-79.639247
0.4456
Pond
Section 404
P9
35.892196
-79.638255
0.2043
Pond
Section 404
P10
35.901451
-79.632404
2.0154
Pond
Section 404
P11
35.899567
-79.62646
0.2255
Pond
Section 404
P12
35.902694
-79.627033
0.6903
Pond
Section 404
P13
35.890995
-79.63125
5.6445
Pond
Section 404
P14
35.890046
-79.633035
1.2084
Pond
Section 404
P15
35.888446
-79.631675
6.3195
Pond
Section 404
P16
35.887835
-79.636688
0.3921
Pond
Section 404
P17
35.88706
-79.637665
1.3665
Pond
Section 404
PC
35.893718
-79.614581
0.8118
Pond
Section 404
P18
35.87774
-79.627839
0.1021
Pond
Non -jurisdictional
P19
35.878002
-79.628206
0.1760
Pond
Non -jurisdictional
P20
35.877736
-79.628179
0.0695
Pond
Non -jurisdictional
P21
35.877788
-79.628419
0.0973
Pond
Non -jurisdictional
P22
35.877948
-79.628875
0.5214
Pond
Non -jurisdictional
PA (Non -JD)
35.902539
-79.636709
0.0468
Pond
Non -jurisdictional
PB (Non -JD)
35.882109
-79.621768
1.0597
Pond
Non -jurisdictional
Total
78.9942

Legend
Megasite Boundary
Wetlands
Open Water
Perennial Streams
Intermittent Streams
Old 421
S43/S43B
Feet 1,200
PATH: GtGISIPRGJECTS199fi779 CITYGFGREENSBGRG19259114 GBURUMSWATER-SEWERENVIRGIMAP OGCSIMXOIGRMS NEPAIREVISEO PJ08AJOIGRMS REVISED PJOSAJO MAP 29211997. MXU - USER: JGARVEY - DATE:191712021
PA (Non -jurisdictional)
HDR WA
Dodsons Lake
HDR WC
HDR S7
HDR S6
HDR WG
HDR S9
S21 Cont.
HDR S4
HDR S5
S30 Cont.
HDR WB
HDR S3
HDR S2
PB (Non -jurisdictional)
HDR WD (Non -jurisdictional)
P22 (Non -jurisdictional)
P19 (Non -jurisdictional)
P18 (Non -jurisdictional)
P20 (Non -jurisdictional)
P21 (Non -jurisdictional)
4s1 if
1. 1
W30 (Non -jurisdictional)
And
iM
JURISDICTIONAL FEATURES MAP
FIGURE 5

Mitigation Ratios
Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Area (Acres)
Mitigation Ratio
Site Impacts
W3
35.888023
-79.636341
0.259
PFO
Section 404
2:1 ratio - assumed
W5
35.900698
-79.631968
0.130
PFO
Section 404
2:1 ratio - assumed
W5
35.901172
-79.631544
0.174
PFO
Section 404
2:1 ratio - assumed
W6
35.895602
-79.628154
0.017
PFO
Section 404
2:1 ratio - assumed
W7
35.895938
-79.62677
0.056
PFO
Section 404
2:1 ratio - assumed
W8
35.896217
-79.626183
0.051
PFO
Section 404
2:1 ratio - assumed
W9
35.891045
-79.633439
0.404
PFO
Section 404
2:1 ratio - assumed
W10
35.889601
-79.632163
0.156
PFO
Section 404
2:1 ratio - assumed
W12
35.892271
-79.6311
0.263
PFO
Section 404
2:1 ratio - assumed
W13
35.887307
-79.631892
0.140
PFO
Section 404
2:1 ratio - assumed
W14
35.888427
-79.625187
0.121
PFO
Section 404
2:1 ratio - assumed
W18A
35.893567
-79.638929
0.132
PFO
Section 404
2:1 ratio - assumed
W19
35.894001
-79.638929
0.138
PFO
Section 404
2:1 ratio - assumed
W20
35.898553
-79.61903
0.101
PFO
Section 404
2:1 ratio - assumed
W21
35.899725
-79.618995
0.331
PFO
Section 404
2:1 ratio - assumed
W22
35.899401
-79.621416
0.380
PFO
Section 404
2:1 ratio - assumed
W23
35.899799
-79.617223
0.249
PSS
Section 404
2:1 ratio - assumed
W24
35.897577
-79.618322
0.216
PFO
Section 404
2:1 ratio - assumed
W25
35.893443
-79.622395
0.245
PFO
Section 404
2:1 ratio - assumed
W28
35.890135
-79.6165
0.830
PFO
Section 404
2:1 ratio - assumed
W31
35.892504
-79.615323
0.539
PFO
Section 404
2:1 ratio - assumed
W32
35.888995
-79.618603
0.185
PFO
Section 404
2:1 ratio - assumed
W34
35.889433
-79.624715
0.242
PFO
Section 404
2:1 ratio - assumed
W35
35.891051
-79.624422
0.252
PEM
Section 404
2:1 ratio - assumed
W37
35.898679
-79.637031
0.139
PFO
Section 404
2:1 ratio - assumed
W38
35.899726
-79.639527
0.034
PFO
Section 404
2:1 ratio - assumed
W40A
35.899448
-79.637919
0.057
PFO
Section 404
2:1 ratio - assumed
W40B
35.898941
-79.637561
0.017
PFO
Section 404
2:1 ratio - assumed
W43
35.898438
-79.638569
0.050
PFO
Section 404
2:1 ratio - assumed
W44
35.889789
-79.638849
0.027
PFO
Section 404
2:1 ratio - assumed
W45
35.897298
-79.638796
0.013
PFO
Section 404
2:1 ratio - assumed
WB
35.891934
-79.638711
0.063
PFO
Section 404
2:1 ratio - assumed
WW
35.884016
-79.625747
0.151
PEM
Section 404
2:1 ratio - assumed
HDR WB
35.884781
-79.61878
0.139
PFO
Section 404
2:1 ratio - assumed
HDR WE
35.88847
-79.619445
0.043
PFO
Section 404
2:1 ratio - assumed
HDR WE
35.888703
-79.619802
1.793
PFO
Section 404
2:1 ratio - assumed
HDR WF
35.888538
-79.621476
0.146
PFO
Section 404
2:1 ratio - assumed
HDR WG
35.890986
-79.620095
0.129
PEM
Section 404
2:1 ratio - assumed
HDR WH
35.892
-79.619551
0.077
PFO
Section 404
2:1 ratio - assumed

HDR WH
35.892543
-79.619588
0.585
PFO
Section 404
2:1 ratio - assumed
Total
9.074
Transportation Impacts
WB
35.8938315
-79.6541203
0.018
PFO
Section 404
2:1 ratio - assumed
WO
35.8928937
-79.6543259
0.0004
PFO
Section 404
2:1 ratio - assumed
WH
35.8771732
-79.6327779
0.0004
PFO
Section 404
2:1 ratio - assumed
HDR WC
35.8795756
-79.6275104
0.003
PEM
Section 404
2:1 ratio - assumed
WSA
35.875102
-79.6281868
0.035
PEM
Section 404
2:1 ratio - assumed
WS
35.8744831
-79.6284527
0.014
PFO
Section 404
2:1 ratio - assumed
WK
35.8740984
-79.6292021
0.168
PEM
Section 404
2:1 ratio - assumed
WN
35.8739368
-79.6260799
0.066
PFO
Section 404
2:1 ratio - assumed
Total
0.305

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Length (LF)
Perennial (P) or
Intermittent (I)
Mitigation Ratio
Site Impacts
S9
35.89567
-79.628132
1359
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S26
35.893625
-79.62132
163
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S31
35.888218
-79.614343
29
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S48
35.898087
-79.643781
43
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SA
35.897947
-79.62832
292
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
HDR S5
35.884679
-79.619109
68
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S7
35.898936
-79.630644
1517
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S12B
35.886878
-79.632721
162
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S30
35.883738
-79.619907
271
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S35
35.889733
-79.616707
1926
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S43/S43B
35.898521
-79.638496
768
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S23
35.89795
-79.618076
76
I
Section 404
2:1 ratio - assumed
S51
35.899293
-79.637732
81
I
Section 404
2:1 ratio - assumed
SY
35.893981
-79.638474
107
I
Section 404
2:1 ratio - assumed
HDR S3
35.884445
-79.617858
422
I
Section 404
2:1 ratio - assumed
HDR S4
35.885442
-79.619587
450
I
Section 404
2:1 ratio - assumed
HDR S9
35.888701
-79.62174
2126
I
Section 404
2:1 ratio - assumed
S1
35.89707
-79.629481
5252
P
Section 404
2:1 ratio - assumed
S7
35.898936
-79.630644
211
P
Section 404
2:1 ratio - assumed
S11
35.887143
-79.631756
232
P
Section 404
2:1 ratio - assumed
S15
35.901377
-79.643933
34
P
Section 404
2:1 ratio - assumed
S20
35.898865
-79.619857
1073
P
Section 404
2:1 ratio - assumed
S21
35.895289
-79.618965
5682
P
Section 404
2:1 ratio - assumed
S22
35.899274
-79.617759
410
P
Section 404
2:1 ratio - assumed
S25
35.893348
-79.621214
951
P
Section 404
2:1 ratio - assumed
S30
35.883738
-79.619907
3676
P
Section 404
2:1 ratio - assumed
S31
35.888218
-79.614343
186
P
Section 404
2:1 ratio - assumed
S44
35.889778
-79.638861
756
P
Section 404
2:1 ratio - assumed
S45
35.893851
-79.638879
5856
P
Section 404
2:1 ratio - assumed
SK
35.900387
-79.636639
23
P
Section 404
2:1 ratio - assumed
HDR S2
35.881426
-79.618675
69
P
Section 404
2:1 ratio - assumed
S4
35.898998
-79.627656
455
I
Section 404
2:1 ratio - confirmed by USACE
S5
35.899531
-79.627395
367
I
Section 404
2:1 ratio - confirmed by USACE
S8
35.897313
-79.631251
588
I
Section 404
2:1 ratio - confirmed by USACE
S4
35.898998
-79.627656
386
P
Section 404
2:1 ratio - confirmed by USACE
S17
35.883129
-79.62694
573
P
Section 404
2:1 ratio - confirmed by USACE
HDR S3
35.884403
-79.619107
413
P
Section 404
2:1 ratio - confirmed by USACE
Total
37052

Transportation Impacts
HDR S6
35.8792485
-79.6278092
469
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SX
35.875076
-79.6281908
416
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SQ
35.874564
-79.6288686
391
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SE
35.8941831
-79.6546671
32
P
Section 404
2:1 ratio - assumed
SE
35.8925645
-79.6541181
584
P
Section 404
2:1 ratio - assumed
SE1
35.8915973
-79.6543983
170
P
Section 404
2:1 ratio - assumed
SW
35.8906812
-79.6520941
727
I
Section 404
2:1 ratio - assumed
Si
35.8918735
-79.6446361
210
P
Section 404
2:1 ratio - assumed
SK
35.891585
-79.6460359
395
I
Section 404
2:1 ratio - assumed
SE
35.8864692
-79.6414069
21
P
Section 404
2:1 ratio - assumed
SE
35.8860309
-79.6434009
8
P
Section 404
2:1 ratio - assumed
S17
35.8830685
-79.6270705
309
P
Section 404
2:1 ratio - assumed
SS
35.874564
-79.6288686
168
I
Section 404
2:1 ratio - assumed
Total
3900

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Area (Acres)
Mitigation Ratio
Site Impacts
P2
35.900707
-79.643836
1.352
Pond
Section 404
No Mitigation for Pond
P6
35.901572
-79.639562
0.172
Pond
Section 404
No Mitigation for Pond
P7
35.900748
-79.639568
1.390
Pond
Section 404
No Mitigation for Pond
P8
35.89916
-79.639247
0.446
Pond
Section 404
No Mitigation for Pond
P9
35.892196
-79.638255
0.204
Pond
Section 404
No Mitigation for Pond
P10
35.901451
-79.632404
2.015
Pond
Section 404
No Mitigation for Pond
P11
35.899567
-79.62646
0.225
Pond
Section 404
No Mitigation for Pond
P13
35.890995
-79.63125
5.644
Pond
Section 404
No Mitigation for Pond
P14
35.890046
-79.633035
1.208
Pond
Section 404
No Mitigation for Pond
P15
35.888446
-79.631675
6.320
Pond
Section 404
No Mitigation for Pond
P16
35.887835
-79.636688
0.392
Pond
Section 404
No Mitigation for Pond
P17
35.88706
-79.637665
1.366
Pond
Section 404
No Mitigation for Pond
PC
35.893718
-79.614581
0.812
Pond
Section 404
No Mitigation for Pond
Total
21.547
Transportation Impacts
P18
35.8777355
-79.6078387
0.110
Pond
Section 404
No Mitigation for Pond
P19
35.8780052
-79.6280614
0.007
Pond
Section 404
No Mitigation for Pond
PB
35.8740277
-79.6296036
0.380
Pond
Section 404
No Mitigation for Pond
Total
0.497

Indirect Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Streams
Length (LF)
Perennial (P) or
Intermittent (I)
Mitigation Ratio
S1
35.8657355
-79.626503
208
P
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
S1
35.8657355
-79.626503
632
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
S2
35.8657355
-79.626503
635
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
S43A
35.8657355
-79.626503
212
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
Total Indirect
1687
Wetlands
Area (Acres)
W1
35.901052
-79.628728
0.068
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
W39
35.90237
-79.640494
0.287
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
WA
35.902046
-79.62803
0.010
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
Total Indirect
0.365
Ponds
Area (Acres)
P5
35.90237
-79.64013
0.090
Pond
Section 404
No Mitigation for Pond
P12
35.902694
-79.627033
0.690
Pond
Section 404
No Mitigation for Pond
Total Indirect
0.780

Feature ID
Latitude
Longitude
Estimated Amount of Aquatic
Resource in Review Area
Type of Aquatic Resource
Geographic Authority to
which aquatic resource "may
be" subject
Length (LF)
Width (FT)
Area (AC)
Potential Non -Wetland Waters:
Perennial (P) or Intermittent (I)
S1
35.89707
-79.629481
632
4
0.06
INTERMITTENT
Section 404
S2
35.90137
-79.628476
635
3
0.04
INTERMITTENT
Section 404
S4
35.899
-79.627656
455
4
0.04
INTERMITTENT
Section 404
S5
35.89953
-79.627395
367
4
0.03
INTERMITTENT
Section 404
S8
35.89731
-79.631251
588
3
0.04
INTERMITTENT
Section 404
S9
35.89567
-79.628132
1,359
4
0.12
INTERMITTENT
Section 404
S23
35.89795
-79.618076
76
3
0.01
INTERMITTENT
Section 404
S26
35.89363
-79.62132
163
3
0.01
INTERMITTENT
Section 404
S27
35.89027
-79.61341
262
3
0.02
INTERMITTENT
Section 404
S31
35.88822
-79.614343
537
3
0.04
INTERMITTENT
Section 404
S43A
35.90193
-79.640031
212
3
0.01
INTERMITTENT
Section 404
S47A
35.89944
-79.644505
232
5
0.03
INTERMITTENT
Section 404
S48
35.89809
-79.643781
227
3
0.02
INTERMITTENT
Section 404
S51
35.89929
-79.637732
81
4
0.01
INTERMITTENT
Section 404
SA
35.89795
-79.62832
292
3
0.02
INTERMITTENT
Section 404
SM
35.88426
-79.638067
308
4
0.03
INTERMITTENT
Section 404
SP
35.87915
-79.633636
127
3
0.01
INTERMITTENT
Section 404
SR
35.87555
-79.629591
57
8
0.01
INTERMITTENT
Section 404
SY
35.89398
-79.638474
107
2
0.00
INTERMITTENT
Section 404
HDR S3
35.88445
-79.617858
422
3
0.03
INTERMITTENT
Section 404
HDR S4
35.88544
-79.619587
450
4
0.04
INTERMITTENT
Section 404
HDR S5
35.88468
-79.619109
68
3
0.00
INTERMITTENT
Section 404
HDR S7
35.88005
-79.626623
89
2
0.00
INTERMITTENT
Section 404
HDR S9
35.8887
-79.62174
2,126
3
0.15
INTERMITTENT
Section 404
S1
35.89707
-79.629481
5,935
4
0.54
PERENNIAL
Section 404
S4
35.899
-79.627656
386
4
0.04
PERENNIAL
Section 404

S7
35.89894
-79.630644
1,728
3
0.12
PERENNIAL
Section 404
S11
35.88714
-79.631756
232
3
0.02
PERENNIAL
Section 404
S12B
35.88688
-79.632721
162
3
0.01
PERENNIAL
Section 404
S15
35.90138
-79.643933
159
3
0.01
PERENNIAL
Section 404
S17
35.88313
-79.62694
1,751
3
0.12
PERENNIAL
Section 404
S18
35.88318
-79.629228
364
4
0.03
PERENNIAL
Section 404
S20
35.89887
-79.619857
1,073
3
0.07
PERENNIAL
Section 404
S21
35.89529
-79.618965
5,682
4
0.52
PERENNIAL
Section 404
S22
35.89927
-79.617759
410
3
0.03
PERENNIAL
Section 404
S25
35.89335
-79.621214
951
3
0.07
PERENNIAL
Section 404
S30
35.88374
-79.619907
6,493
3
0.45
PERENNIAL
Section 404
S31
35.88822
-79.614343
186
3
0.01
PERENNIAL
Section 404
S35
35.88973
-79.616707
1,926
4
0.18
PERENNIAL
Section 404
S42
35.88847
-79.642542
1,190
4
0.11
PERENNIAL
Section 404
S43/S43B
35.89852
-79.638496
768
4
0.07
PERENNIAL
Section 404
S44
35.88978
-79.638861
756
3
0.05
PERENNIAL
Section 404
S45
35.89385
-79.638879
6,717
4
0.62
PERENNIAL
Section 404
S47
35.89752
-79.644212
2,393
4
0.22
PERENNIAL
Section 404
S49/SI
35.89511
-79.646704
1,847
3
0.13
PERENNIAL
Section 404
SE
35.88542
-79.639078
2,073
8
0.38
PERENNIAL
Section 404
Si
35.89338
-79.644195
910
4
0.08
PERENNIAL
Section 404
SK
35.90039
-79.636639
23
2
0.00
PERENNIAL
Section 404
SN
35.88589
-79.638616
520
3
0.04
PERENNIAL
Section 404
SQ
35.87471
-79.629182
1,224
5
0.14
PERENNIAL
Section 404
SX
35.87505
-79.628182
387
3
0.03
PERENNIAL
Section 404
HDR S2
35.88143
-79.618675
129
3
0.01
PERENNIAL
Section 404
HDR S3
35.8844
-79.619107
413
3
0.03
PERENNIAL
Section 404
HDR S6
35.8791
-79.628045
1,117
3
0.08
PERENNIAL
Section 404
PERENNIAL
47,901
4.20
INTERMITTENT
9,871
0.78
GRAND -TOTAL
57,772
4.97

Feature ID
Latitude
Longitude
Estimated Amount
of Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic Authority to
which aquatic resource
"may be" subject
Area (AC)
Potential Wetland:
Cowardin
W1
35.901052
-79.628728
0.0680
PFO
Section 404
W3
35.888023
-79.636341
0.2587
PFO
Section 404
W5
35.901172
-79.631544
0.3041
PFO
Section 404
W6
35.895602
-79.628154
0.0174
PFO
Section 404
W7
35.895938
-79.62677
0.0556
PFO
Section 404
W8
35.896217
-79.626183
0.0511
PFO
Section 404
W9
35.891045
-79.633439
0.4042
PFO
Section 404
W10
35.889601
-79.632163
0.1559
PFO
Section 404
W12
35.892271
-79.6311
0.2630
PFO
Section 404
W13
35.887307
-79.631892
0.1395
PFO
Section 404
W14
35.888427
-79.625187
0.1214
PFO
Section 404
W15
35.882807
-79.627646
0.0334
PFO
Section 404
W16
35.882099
-79.629833
0.1822
PFO
Section 404
W17
35.882558
-79.628227
0.1678
PFO
Section 404
W18A
35.893567
-79.638929
0.1317
PFO
Section 404
W18B
35.882612
-79.62938
0.3992
PFO
Section 404
W19
35.894001
-79.638929
0.1382
PFO
Section 404
W20
35.898553
-79.61903
0.1009
PFO
Section 404
W21
35.899725
-79.618995
0.3314
PFO
Section 404
W22
35.899401
-79.621416
0.3804
PFO
Section 404
W23
35.899799
-79.617223
0.2488
PSS
Section 404
W24
35.897577
-79.618322
0.2161
PFO
Section 404
W25
35.893443
-79.622395
0.2448
PFO
Section 404
W26
35.888316
-79.612949
0.1399
PFO
Section 404
W27
35.8914
-79.613536
0.1637
PFO
Section 404
W28
35.890135
-79.6165
0.8301
PFO
Section 404
W29
35.891268
-79.610492
0.1418
PFO
Section 404
W31
35.892504
-79.615323
0.5393
PFO
Section 404
W32
35.888995
-79.618603
0.1850
PFO
Section 404
W33
35.890475
-79.612007
0.1978
PFO
Section 404
W34
35.889433
-79.624715
0.2419
PFO
Section 404
W35
35.891051
-79.624422
0.2519
PEM
Section 404
W36
35.900649
-79.645203
0.2869
PFO
Section 404
W37
35.898679
-79.637031
0.1394
PFO
Section 404
W38
35.899726
-79.639527
0.0336
PFO
Section 404
W39
35.90237
-79.640494
0.2870
PFO
Section 404
W40A
35.899448
-79.637919
0.0570
PFO
Section 404
W40B
35.898941
-79.637561
0.0167
PFO
Section 404
W43
35.898438
-79.638569
0.0497
PFO
Section 404
W44
35.889789
-79.638849
0.0272
PFO
Section 404
W45
35.897298
-79.638796
0.0130
PFO
Section 404

W47
35.899848
-79.645145
0.1125
PFO
Section 404
W48
35.895581
-79.647394
0.0544
PFO
Section 404
W50
35.894758
-79.645292
0.3866
PFO
Section 404
WA
35.902046
-79.62803
0.0098
PFO
Section 404
WB
35.891934
-79.638711
0.0625
PFO
Section 404
WD
35.90027
-79.644173
0.0036
PEM
Section 404
WE
35.886194
-79.639364
2.5869
PFO
Section 404
WG/WU
35.88377
-79.636235
2.2601
PSS
Section 404
WH
35.877329
-79.632737
0.0048
PFO
Section 404
WJ
35.875436
-79.629774
0.1576
PFO
Section 404
WQ
35.900969
-79.645506
0.0969
PFO
Section 404
WS
35.874477
-79.628189
0.0084
PEM
Section 404
WSA
35.875106
-79.628175
0.0350
PEM
Section 404
WT
35.885139
-79.635962
0.2601
PSS
Section 404
WV
35.884188
-79.637531
0.0755
PSS
Section 404
WW
35.884016
-79.625747
0.1508
PEM
Section 404
HDR WA
35.884876
-79.633489
0.5334
PEM
Section 404
HDR WB
35.884781
-79.61878
0.1389
PFO/PEM
Section 404
HDR WC
35.879765
-79.627375
0.1487
PEM
Section 404
HDR WE
35.888703
-79.619802
1.8366
PFO
Section 404
HDR WF
35.888538
-79.621476
0.1460
PFO
Section 404
HDR WG
35.890986
-79.620095
0.1293
PEM
Section 404
HDR WH
35.892543
-79.619588
0.6622
PFO
Section 404
W30
35.892413
-79.61342
0.0940
PFO
Non -jurisdictional
HDR WD (Non -JD)
35.882083
-79.622543
0.0180
PEM
Non -jurisdictional
Total
17.9880

Feature ID
Latitude
Longitude
Estimated Amount
of Aquatic Resource
in Review Area
Type of Aquatic
Resource
Area (AC)
Potential Non -
Wetland Waters:
Open Water
Dodsons Lake
35.879458
-79.631805
52.9621
Lake
P2
35.900707
-79.643836
1.3519
Pond
P3
35.899907
-79.64428
0.2390
Pond
P4
35.894196
-79.644886
1.3932
Pond
P5
35.90237
-79.64013
0.0897
Pond
P6
35.901572
-79.639562
0.1721
Pond
P7
35.900748
-79.639568
1.3896
Pond
P8
35.89916
-79.639247
0.4456
Pond
P9
35.892196
-79.638255
0.2043
Pond
P10
35.901451
-79.632404
2.0154
Pond
P11
35.899567
-79.62646
0.2255
Pond
P12
35.902694
-79.627033
0.6903
Pond
P13
35.890995
-79.63125
5.6445
Pond
P14
35.890046
-79.633035
1.2084
Pond
P15
35.888446
-79.631675
6.3195
Pond
P16
35.887835
-79.636688
0.3921
Pond
P17
35.88706
-79.637665
1.3665
Pond
PC
35.893718
-79.614581
0.8118
Pond
P18
35.87774
-79.627839
0.1021
Pond
P19
35.878002
-79.628206
0.1760
Pond
P20
35.877736
-79.628179
0.0695
Pond
P21
35.877788
-79.628419
0.0973
Pond
P22
35.877948
-79.628875
0.5214
Pond
PA (Non -JD)
35.902539
-79.636709
0.0468
Pond
PB (Non -JD)
35.882109
-79.621768
1.0597
Pond
Total
78.9942

Geographic Authority to
which aquatic resource
"may be" subject
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Section 404
Non -jurisdictional
Non -jurisdictional
Non -jurisdictional
Non -jurisdictional
Non -jurisdictional
Non -jurisdictional
Non -jurisdictional

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Area (Acres)
Mitigation Ratio
Site Impacts
W3
35.888023
-79.636341
0.259
PFO
Section 404
2:1 ratio - assumed
W5
35.900698
-79.631968
0.130
PFO
Section 404
2:1 ratio - assumed
W5
35.901172
-79.631544
0.174
PFO
Section 404
2:1 ratio - assumed
W6
35.895602
-79.628154
0.017
PFO
Section 404
2:1 ratio - assumed
W7
35.895938
-79.62677
0.056
PFO
Section 404
2:1 ratio - assumed
W8
35.896217
-79.626183
0.051
PFO
Section 404
2:1 ratio - assumed
W9
35.891045
-79.633439
0.404
PFO
Section 404
2:1 ratio - assumed
W10
35.889601
-79.632163
0.156
PFO
Section 404
2:1 ratio - assumed
W12
35.892271
-79.6311
0.263
PFO
Section 404
2:1 ratio - assumed
W13
35.887307
-79.631892
0.140
PFO
Section 404
2:1 ratio - assumed
W14
35.888427
-79.625187
0.121
PFO
Section 404
2:1 ratio - assumed
W18A
35.893567
-79.638929
0.132
PFO
Section 404
2:1 ratio - assumed
W19
35.894001
-79.638929
0.138
PFO
Section 404
2:1 ratio - assumed
W20
35.898553
-79.61903
0.101
PFO
Section 404
2:1 ratio - assumed
W21
35.899725
-79.618995
0.331
PFO
Section 404
2:1 ratio - assumed
W22
35.899401
-79.621416
0.380
PFO
Section 404
2:1 ratio - assumed
W23
35.899799
-79.617223
0.249
PSS
Section 404
2:1 ratio - assumed
W24
35.897577
-79.618322
0.216
PFO
Section 404
2:1 ratio - assumed
W25
35.893443
-79.622395
0.245
PFO
Section 404
2:1 ratio - assumed
W28
35.890135
-79.6165
0.830
PFO
Section 404
2:1 ratio - assumed
W31
35.892504
-79.615323
0.539
PFO
Section 404
2:1 ratio - assumed
W32
35.888995
-79.618603
0.185
PFO
Section 404
2:1 ratio - assumed
W34
35.889433
-79.624715
0.242
PFO
Section 404
2:1 ratio - assumed
W35
35.891051
-79.624422
0.252
PEM
Section 404
2:1 ratio - assumed
W37
35.898679
-79.637031
0.139
PFO
Section 404
2:1 ratio - assumed
W38
35.899726
-79.639527
0.034
PFO
Section 404
2:1 ratio - assumed
W40A
35.899448
-79.637919
0.057
PFO
Section 404
2:1 ratio - assumed
W40B
35.898941
-79.637561
0.017
PFO
Section 404
2:1 ratio - assumed
W43
35.898438
-79.638569
0.050
PFO
Section 404
2:1 ratio - assumed
W44
35.889789
-79.638849
0.027
PFO
Section 404
2:1 ratio - assumed
W45
35.897298
-79.638796
0.013
PFO
Section 404
2:1 ratio - assumed
WB
35.891934
-79.638711
0.063
PFO
Section 404
2:1 ratio - assumed
WW
35.884016
-79.625747
0.151
PEM
Section 404
2:1 ratio - assumed
HDR WB
35.884781
-79.61878
0.139
PFO
Section 404
2:1 ratio - assumed
HDR WE
35.88847
-79.619445
0.043
PFO
Section 404
2:1 ratio - assumed
HDR WE
35.888703
-79.619802
1.793
PFO
Section 404
2:1 ratio - assumed
HDR WF
35.888538
-79.621476
0.146
PFO
Section 404
2:1 ratio - assumed
HDR WG
35.890986
-79.620095
0.129
PEM
Section 404
2:1 ratio - assumed
HDR WH
35.892
-79.619551
0.077
PFO
Section 404
2:1 ratio - assumed

HDR WH
35.892543
-79.619588
0.585
PFO
Section 404
2:1 ratio - assumed
Total
9.074
Transportation Impacts
WB
35.8938315
-79.6541203
0.018
PFO
Section 404
2:1 ratio - assumed
WO
35.8928937
-79.6543259
0.0004
PFO
Section 404
2:1 ratio - assumed
WH
35.8771732
-79.6327779
0.0004
PFO
Section 404
2:1 ratio - assumed
HDR WC
35.8795756
-79.6275104
0.003
PEM
Section 404
2:1 ratio - assumed
WSA
35.875102
-79.6281868
0.035
PEM
Section 404
2:1 ratio - assumed
WS
35.8744831
-79.6284527
0.014
PFO
Section 404
2:1 ratio - assumed
WK
35.8740984
-79.6292021
0.168
PEM
Section 404
2:1 ratio - assumed
WN
35.8739368
-79.6260799
0.066
PFO
Section 404
2:1 ratio - assumed
Total
0.305

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Length (LF)
Perennial (P) or
Intermittent (I)
Mitigation Ratio
Site Impacts
S9
35.89567
-79.628132
1359
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S26
35.893625
-79.62132
163
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S31
35.888218
-79.614343
29
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S48
35.898087
-79.643781
43
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SA
35.897947
-79.62832
292
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
HDR S5
35.884679
-79.619109
68
I
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S7
35.898936
-79.630644
1517
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S12B
35.886878
-79.632721
162
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S30
35.883738
-79.619907
271
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S35
35.889733
-79.616707
1926
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S43/S43B
35.898521
-79.638496
768
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
S23
35.89795
-79.618076
76
I
Section 404
2:1 ratio - assumed
S51
35.899293
-79.637732
81
I
Section 404
2:1 ratio - assumed
SY
35.893981
-79.638474
107
I
Section 404
2:1 ratio - assumed
HDR S3
35.884445
-79.617858
422
I
Section 404
2:1 ratio - assumed
HDR S4
35.885442
-79.619587
450
I
Section 404
2:1 ratio - assumed
HDR S9
35.888701
-79.62174
2126
I
Section 404
2:1 ratio - assumed
S1
35.89707
-79.629481
5252
P
Section 404
2:1 ratio - assumed
S7
35.898936
-79.630644
211
P
Section 404
2:1 ratio - assumed
S11
35.887143
-79.631756
232
P
Section 404
2:1 ratio - assumed
S15
35.901377
-79.643933
34
P
Section 404
2:1 ratio - assumed
S20
35.898865
-79.619857
1073
P
Section 404
2:1 ratio - assumed
S21
35.895289
-79.618965
5682
P
Section 404
2:1 ratio - assumed
S22
35.899274
-79.617759
410
P
Section 404
2:1 ratio - assumed
S25
35.893348
-79.621214
951
P
Section 404
2:1 ratio - assumed
S30
35.883738
-79.619907
3676
P
Section 404
2:1 ratio - assumed
S31
35.888218
-79.614343
186
P
Section 404
2:1 ratio - assumed
S44
35.889778
-79.638861
756
P
Section 404
2:1 ratio - assumed
S45
35.893851
-79.638879
5856
P
Section 404
2:1 ratio - assumed
SK
35.900387
-79.636639
23
P
Section 404
2:1 ratio - assumed
HDR S2
35.881426
-79.618675
69
P
Section 404
2:1 ratio - assumed
S4
35.898998
-79.627656
455
I
Section 404
2:1 ratio - confirmed by USACE
S5
35.899531
-79.627395
367
I
Section 404
2:1 ratio - confirmed by USACE
S8
35.897313
-79.631251
588
I
Section 404
2:1 ratio - confirmed by USACE
S4
35.898998
-79.627656
386
P
Section 404
2:1 ratio - confirmed by USACE
S17
35.883129
-79.62694
573
P
Section 404
2:1 ratio - confirmed by USACE
HDR S3
35.884403
-79.619107
413
P
Section 404
2:1 ratio - confirmed by USACE
Total
37052

Transportation Impacts
HDR S6
35.8792485
-79.6278092
469
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SX
35.875076
-79.6281908
416
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SQ
35.874564
-79.6288686
391
P
Section 404
1:1 ratio due to SAM Score - confirmed by USACE
SE
35.8941831
-79.6546671
32
P
Section 404
2:1 ratio - assumed
SE
35.8925645
-79.6541181
584
P
Section 404
2:1 ratio - assumed
SE1
35.8915973
-79.6543983
170
P
Section 404
2:1 ratio - assumed
SW
35.8906812
-79.6520941
727
I
Section 404
2:1 ratio - assumed
Si
35.8918735
-79.6446361
210
P
Section 404
2:1 ratio - assumed
SK
35.891585
-79.6460359
395
I
Section 404
2:1 ratio - assumed
SE
35.8864692
-79.6414069
21
P
Section 404
2:1 ratio - assumed
SE
35.8860309
-79.6434009
8
P
Section 404
2:1 ratio - assumed
S17
35.8830685
-79.6270705
309
P
Section 404
2:1 ratio - assumed
SS
35.874564
-79.6288686
168
I
Section 404
2:1 ratio - assumed
Total
3900

Direct Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Area (Acres)
Mitigation Ratio
Site Impacts
P2
35.900707
-79.643836
1.352
Pond
Section 404
No Mitigation for Pond
P6
35.901572
-79.639562
0.172
Pond
Section 404
No Mitigation for Pond
P7
35.900748
-79.639568
1.390
Pond
Section 404
No Mitigation for Pond
P8
35.89916
-79.639247
0.446
Pond
Section 404
No Mitigation for Pond
P9
35.892196
-79.638255
0.204
Pond
Section 404
No Mitigation for Pond
P10
35.901451
-79.632404
2.015
Pond
Section 404
No Mitigation for Pond
P11
35.899567
-79.62646
0.225
Pond
Section 404
No Mitigation for Pond
P13
35.890995
-79.63125
5.644
Pond
Section 404
No Mitigation for Pond
P14
35.890046
-79.633035
1.208
Pond
Section 404
No Mitigation for Pond
P15
35.888446
-79.631675
6.320
Pond
Section 404
No Mitigation for Pond
P16
35.887835
-79.636688
0.392
Pond
Section 404
No Mitigation for Pond
P17
35.88706
-79.637665
1.366
Pond
Section 404
No Mitigation for Pond
PC
35.893718
-79.614581
0.812
Pond
Section 404
No Mitigation for Pond
Total
21.547
Transportation Impacts
P18
35.8777355
-79.6078387
0.110
Pond
Section 404
No Mitigation for Pond
P19
35.8780052
-79.6280614
0.007
Pond
Section 404
No Mitigation for Pond
PB
35.8740277
-79.6296036
0.380
Pond
Section 404
No Mitigation for Pond
Total
0.497

Indirect Impacts
Feature ID
Latitude
Longitude
Estimated
Amount of
Aquatic
Resource in
Review Area
Type of Aquatic
Resource
Geographic
Authority to
which aquatic
resource "may
be" subject
Notes
Streams
Length (LF)
Perennial (P) or
Intermittent (I)
Mitigation Ratio
S1
35.8657355
-79.626503
208
P
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
S1
35.8657355
-79.626503
632
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
S2
35.8657355
-79.626503
635
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
S43A
35.8657355
-79.626503
212
I
Section 404
1:1 ratio due to SAM Score and Indirect Impact - confirmed by USACE
Total Indirect
1687
Wetlands
Area (Acres)
W1
35.901052
-79.628728
0.068
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
W39
35.90237
-79.640494
0.287
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
WA
35.902046
-79.62803
0.010
PFO
Section 404
Request a 1:1 ratio due to Indirect Impact
Total Indirect
0.365
Ponds
Area (Acres)
P5
35.90237
-79.64013
0.090
Pond
Section 404
No Mitigation for Pond
P12
35.902694
-79.627033
0.690
Pond
Section 404
No Mitigation for Pond
Total Indirect
0.780

CONFIDENTIAL
• Contains information exempt from disclosure pursuant to Exemption 4 of the FOIA; trade secrets and commercial or financial information that are
customarily considered to be confidential; submitted to the government for the sole purpose of informing the permit evaluation process; this information shall
not be disclosed without the express authorization of the applicant, Greensboro -Randolph Megasite Foundation, Inc.
• CONFIDENTIAL BUSINESS INFORMATION/TRADE SECRET/SUBJECT TO G.S. 132-1.2(1)
• CONFIDENTIAL/NOT FOR PUBLIC DISCLOSURE/SUBJECT TO G.S. 132-6(d)
Transmittal
Date: Friday, October 15, 2021
Project: Greensboro Randolph Megasite (GRMS)
To: USACE and NCDWR Reviewers
From: Greensboro Randolph Megasite Foundation —Applicant Agents
CONFIDENTIAL INFORMATION for the CWA Section 404 and 401 Permit Application
Subject:
We are sending you: Two electronic files containing the GRMS site plan and narrative as requested by
the agencies to move forward with permitting of the GRMS manufacturing
complex. See below the list of items that have been included in the attached
documentation. Please note these items are clearly marked confidential as is
this transmittal. We appreciate the agencies diligence in maintaining the
confidentiality of these documents. We look forward to additional conversation
on Tuesday October 19,2021 regarding the information presented.
This transmittal encloses trade secrets and confidential
information that no one may release or make available to any
person other than a USACE employee responsible for
processing the GRMS 404 permit or a DEQ employee
responsible for processing the GRMS water quality
certification.
Any page of any enclosure that includes one or more of the
following three stamps must not be released to any third party
pursuant to the North Carolina public records law, FOIA, or
otherwise:
• Contains information exempt from disclosure pursuant to Exemption 4
of the FOIA; trade secrets and commercial or financial information that
are customarily considered to be confidential; submitted to the
government for the sole purpose of informing the permit evaluation
process; this information shall not be disclosed without the express
authorization of the applicant, Greensboro -Randolph Megasite
Foundation, Inc.
• CONFIDENTIAL BUSINESS INFORMATION/TRADE SECRET/SUBJECT TO
G.S. 132-1.2(1)
• CONFIDENTIAL/NOT FOR PUBLIC DISCLOSURE/SUBJECT TO G.S. 132-
6(d)

CONFIDENTIAL
• Contains information exempt from disclosure pursuant to Exemption 4 of the FOIA; trade secrets and commercial or financial information that are
customarily considered to be confidential; submitted to the government for the sole purpose of informing the permit evaluation process; this information shall
not be disclosed without the express authorization of the applicant, Greensboro -Randolph Megasite Foundation, Inc.
• CONFIDENTIAL BUSINESS INFORMATION/TRADE SECRET/SUBJECT TO G.S. 132-1.2(1)
• CONFIDENTIAL/NOT FOR PUBLIC DISCLOSURE/SUBJECT TO G.S. 132-6(d)
The following checklist was discussed in the permit technical working group meeting on October 12, 2021 as
a list of all outstanding deliverables for the 404/401 permit application. Only confidential items enclosed in
this transmittal are marked as submitted below. All other outstanding items will be transmitted under a
separate cover.
❑X Components of the Site Plan Illustrated (Confidential Information)
❑X Narrative of the manufacturing process for the Site Plan (Confidential Information)
❑ Updated Impact Sheets per new site plan and JD calls
❑ Additional Avoidance and Minimization Discussion
❑ Response to additional verbal comments regarding WRC public comments
❑ #3 Parking
❑ #5 Buffers
❑ #7 Seeding/stabilization
❑ #11 Utility crossings
❑ #12 Utility clearing
❑ #14 SCI
❑ Response to additional verbal comments from DWQ regarding September 6, 2021 letter
❑X #2 Site plan
❑ #4 Agency authorization (Duke)
❑ #5 Dodsons Lake
❑ #6a Indirect impacts
❑ #6b Stormwater plan
❑ #7 Stormwater Plan
❑ #10 Well sampling and resolution plan
❑ AJD/PJD
❑ Recalculate intermittent/perennial stream length, based on changes made from June site visit
❑ Location of the stormwater basins on a final plan in order to ensure that there aren't additional
indirect impacts from an altered watershed.
❑ Determine the amount, type, and quality of waters (wetlands) that would be geographically
isolated (cut off) by the proposed project (indirect impacts).
❑ Please provide proposed ratios for any indirect impacts as they are not included on the attached
spreadsheet.
❑ The Corps will need a Final mitigation proposal/DMS letter, addressing the required mitigation
for both direct and indirect impacts.
❑ Description of how stream length was calculated for off -site alternatives (wetlands and open
waters, too). Corps did calcs to get wetlands and open waters, but also did stream length. Did not
have same numbers as GRMS.
❑ Additional information regarding environmental/public interest benefits of buffers around the
pad site (on site alternatives). Buffers are discussed in all 4 on site alternatives. We need additional
information regarding environmental effects and the importance of these buffers. Factors into final
LEDPA decision.
❑ 401 Water Quality Certification
Signed: Wendee Smith

Darwin Site Flow Narrative
A 1,000 acre complex for manufacturing locally assembled batteries to power leading edge and
new generation electric vehicles.
TRUCK FLOW — Green Arrow
1. (2) points of main entry off US 421.
2. Generally separated from employee traffic for safety.
EMPLOYEE FLOW — Orange Arrow
1. (2) points of main entry off US 421.
2. 2. Generally separated form truck traffic for safety.