20210690 Ver 1_072221_PCNResponseDoc_20210722

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July 22nd, 2021
Dear Oak Solar - Phase A PCN Reviewing Entities,
On April 05th, 2021, A Pre -Filing Meeting Request was submitted to the Division of Water
Resources (DWR) with the intention of reviewing the Oak Solar - Phase A project
components prior to Pre -Construction Notification (PCN) submittal, in accordance with 40
C.F.R. Section 121.4(a). DWR ID#20210690 was issued at this time.
On May 11th, 2021, the PCN for the Oak Solar - Phase A project was submitted with the
intention of seeking coverage under Nationwide Permit 14 for necessary linear
transportation projects.
On June 7th, 2021, SunEnergyl, LLC (Developer) received comments from USACE
representative Anthony Scarbraugh requesting more information prior to issuing
confirmation of coverage.
On July 6th, 2021, SunEnergyl, LLC received comments from Stephanie Goss from DWR also
requesting additional information and reiterating the need to address USACE 06/07/2021
inquiries prior issuance of coverage.
Please find the below inquiries restated as they were received, as well as responses to those
comments. In addition, please find the exhibits with the requested information incorporated.
(USACE PCN Comment 1) - Permits for work within waters and/or wetlands are available only
if the proposed work is the least environmentally damaging, practicable alternative.
Accordingly, we must evaluate the steps you have taken to avoid and minimize impacts to
determine permit eligibility. As such, please provide detailed figures for the proposed impacts
to jurisdictional waters and/or wetland that that clearly depict for each of the proposed
crossing locations along with justification as to why each crossing would be needed for
proposed development of the solar project. Please amend the PCN application to include any
changes any proposed changes to the originally submitted impact table.
(SE1 response to USACE Comment 1) - Anthony, please find the attached PCN exhibits
further detailing the culverts and crossing named as Future Culvert #2-6. As was noted in
the original PCN submittal, "The project was designed to completely avoid wetland impacts.
All racking, laydown yards, trailers, etc were designed with the intention to completely
avoid the subject features. Temporary crossings to appropriately reach all areas of the
project were designed, but the need for permanent, safe, stable crossings has been noted."
To further elaborate, it is always SEVs intention to avoid and minimize impacts to
Jurisdictional features. Our solar array racking has been placed with a generous buffer to
avoid impact to identified wetlands. If viewing the project design as a whole, you will see

Si�I��IV �F�CY1
environmentally sensitive areas on site have been given the proper protections to prevent
unnecessary impacts from development. The wetland features on site are such that large
swathes of upland areas on the parcel are completely segmented, requiring permanent
crossings to safely access portions of the project area. Future culvert #2-6 have all been
placed in locations that will have the least detriment to Waters of the US. Alternative
methods, such as temporary crossings for construction were explored. It is our belief that
the continued safety of our construction and operation/maintenance crews, as well as the
preservation to the banks of jurisdictional features would require some form of permanent
crossings in the areas shown as Future culvert #2-6.
(USACE PCN Comment 2) - After determining if the proposed activity is the least
environmentally damaging, practicable alternative, the Corps follows the mitigation types in
this order: avoidance, minimization, and compensatory mitigation. Avoidance means avoiding
an aquatic resource altogether by selecting the least damaging construction type, spatial
location, etc. Minimization means managing the severity of the impact on aquatic resources at
the site through, for example, project design. Lastly, compensatory mitigation is required after
avoidance and minimization measures have been applied for wetland losses that exceed 1/10
acre. Applicants must first check to see if a private bank is available, but if not, in -lieu (DMS) is
the next option. A 2:1 requirement would be necessary to maintain consistency with our
program.
Please find the letter of credit availability for Future Culvert #4, 5 and 6 impacts which
exceed the 0.1-acre limit and require compensatory mitigation at a ratio of 2:1. With a total
impact area of 0.480 ac to 401/404 features for the three required culverts, the Riparian
credits in the Chowan River Basin required are 0.960.
Culvert
#
Linear Stream
Impacts (LF)
90
Wetland
Impacts (SF)
Wetland
Impacts (ac)
Mitigation
Required?
Mitigation
Credits
Required
2
132
2,255
0.051767677
N
0
3
93
2147
0.049288338
N
0
4
103.5
5091
0.116873278
Y
0.233746556
5
130
10940
0.251147842
Y
0.502295684
6
0
4,876
0.111937557
Y
0.223875115
Total 0.960
192 2aceway wLvai Moovesvdier, NC 28117 • Phovw,- 704.662.0375

Sii�I��IV �F�CY1
(DWR PCN Comment 1) -1. Please provide a most recent bound and published county soil
survey. Please cleanly draw or delineate the site boundaries on the soil survey. [15A NCAC
02H .0502(b)] 2. Please provide the Division a copy ofyour response to the June 7, 2021 email
from the U.S. Army Corps of Engineers requesting additional information. [15A NCAC 02H
.0502(c)]
Please find the requested Natural Resource Conservation Service (NRCS) soil map and
reports, with site boundaries drawn.
192 Raceway wLvai Moores-vdUei, NC 28117 • Phone,- 704.662.0375

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Soil Map -Brunswick County, Virginia, Greensville County, Virginia, and Northampton County,
North Carolina
Oak Solar - Phase A
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
6B3
Cecil sandy clay loam, 2 to 8
0.4
0.1 %
percent slopes, severely
eroded
13C
Georgeville loam, 8 to 15
0.2
0.0%
percent slopes
16B
Helena sandy loam, 2 to 8
0.3
0.0%
percent slopes
29B
Wedowee gravelly sandy loam,
0.0
0.0%
2 to 8 percent slopes
30A
Wehadkee silt loam, 0 to 2
0.1
0.0%
percent slopes, frequently
flooded
Subtotals for Soil Survey Area
1.0
0.1%
Totals for Area of Interest
766.1
100.0%
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
4C3
Appling sandy clay loam, 7 to
15 percent slopes, severely
eroded
0.4
0.1 %
17B
Fluvanna-Mattaponi complex,
2 to 7 percent slopes
1.3
0.2%
17C
Fluvanna-Mattaponi complex,
7 to 15 percent slopes
0.6
0.1 %
25B
Mattaponi sandy loam, 2 to 6
percent slopes
0.8
0.1 %
31A
Roanoke loam, 0 to 2 percent
slopes, frequently flooded
0.6
0.1 %
Subtotals for Soil Survey Area
3.6
0.6%
Totals for Area of Interest
766.1
100.0%
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Be
Bethera silt loam, 0 to 1
percent slopes
14.0
1.8%
BoB
Bonneau loamy sand, 0 to 6
percent slopes
3.2
0.4%
BoC
Bonneau loamy sand, 6 to 12
percent slopes
4.1
0.5%
CaA
Caroline sandy loam, 0 to 2
percent slopes
29.7
3.9%
CaB
Caroline sandy loam, 2 to 6
percent slopes
123.8
16.2%
CrB
Craven fine sandy loam, 1 to 4
percent slopes
21.3
2.8%
USDA Natural Resources Web Soil Survey 7/19/2021
Conservation Service National Cooperative Soil Survey Page 3 of 4

Soil Map -Brunswick County, Virginia, Greensville County, Virginia, and Northampton County,
North Carolina
Oak Solar - Phase A
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
GoA
Goldsboro sandy loam, 0 to 2
23.5
3.1 %
percent slopes
HeB
Helena sandy loam, 1 to 6
14.5
1.9%
percent slopes
LtD
Lill ington-TurbeviIle complex, 8
120.5
15.7%
to 15 percent slopes
Ly
Lynchburg fine sandy loam, 0
37.2
4.9%
to 2 percent slopes
NoB
Norfolk sandy loam, 2 to 6
33.5
4.4%
percent slopes
NoC
Norfolk sandy loam, 6 to 10
5.0
0.7%
percent slopes
PcB2
Pacolet sandy clay loam, 2 to 8
3.4
0.4%
percent slopes, moderately
eroded
PgE2
Pacolet gravelly sandy clay
70.7
9.2%
loam, 15 to 30 percent
slopes, moderately eroded
RaA
Rains fine sandy loam, 0 to 2
51.8
6.8%
percent slopes, Southern
Coastal Plain
Ro
Roanoke silt loam, 0 to 2
1.1
0.1 %
percent slopes, occasionally
flooded
TrB
Turbeville loamy sand, 2 to 6
11.5
1.5%
percent slopes
TsB
Turbeville sandy loam, 2 to 6
21.1
2.7%
percent slopes
TtB2
Turbeville sandy clay loam, 2
10.2
1.3%
to 6 percent slopes,
moderately eroded
TuB
Turbeville gravelly sandy loam,
127.6
16.7%
2 to 8 percent slopes
W
Water
0.0
0.0%
WdB
Wedowee sandy loam, 2 to 8
8.5
1.1 %
percent slopes
WeD2
Wedowee sandy clay loam, 8
10.7
1.4%
to 15 percent slopes,
moderately eroded
Wh
Wehadkee loam, 0 to 2 percent
14.4
1.9%
slopes, frequently flooded
Subtotals for Soil Survey Area
761.6
99.4%
Totals for Area of Interest
766.1
100.0%
USDA Natural Resources Web Soil Survey 7/19/2021
Conservation Service National Cooperative Soil Survey Page 4 of 4

'Phhe Great DismaCSwamp RestorationBank, LLC
P. O. Box 6186 Phone [phone]
Chesapeake, VA 23323 Fax [phone]
July 22, 2021
Nicholas Tillson
Environmental Program Manager
Sun Energy 1
192 Raceway Drive
Mooresville, NC 28117
Project: Oak Solar - Phase A
SAW-2020-01825
Dear Mr. Tillson:
The following price quote is given in reply to your request for the purchase of 0.96 Riparian wetland mitigation
credits (HUC Code 03010204 and/or 03010205) from The Great Dismal Swamp Restoration Bank - Timberlake
Farm. These credits are currently available from our Timberlake Mitigation Bank.
The cost will be Thirty -Eight Thousand, Four Hundred Dollars ($ 38,400.00). This quote will expire on October 31,
2021. You will need to submit to the USCOE the necessary application for said mitigation, and receive USCOE
permission to furnish said required credits from our Timberlake bank.
To complete this transaction, we will require payment in full. Once payment is received, the credit sale will be
reported to the US Army Corps of Engineers. Please provide and/or confirm the following information:
Corps Project #: SAW-2020-01825
Wetland Type: Riparian
Permittee Name:
Locality of Impact:
Permanent Impacts Requirement: 0.96
Impacts Hydrologic Unit Code: 03010204 and/or 03010205
River Basin: Chowan River Basin
Mitigation Bank, Permittee, and Consultant agree not to discuss with any other party the details and/or pricing of
this agreement, unless necessary for regulatory matters. Information contained herein shall be held in the strictest
confidence.
Thank you for allowing us to quote this project. We look forward to working with you.
Sincerely,
&0jiO4te
Manager—unting / Sales
GDSRB
CC: File

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* Version* 1
20210690
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * r
For the Record Only (Courtesy Copy)
r
New Project
r
Modification/New Project with Existing ID
r
More Information Response
r
Other Agency Comments
r
Pre -Application Submittal
r
Re-Issuance\Renewal Request
r
Stream or Buffer Appeal
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Nicholas Tillson
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20210690 1
20170001(no dashes) 1
Project Name: Oak Solar - Phase A
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Northampton
Please upload all files that need to be submited.

Oickthe upload button or drag and drop files here to attach document
072221_PCNResponseDoc.pdf
193.37KB
Oak Solar Phase A - Crossing Exhibit #2 -
396.97K6
2021.07.16.pdf
Oak Solar Phase A - Crossing Exhibit #3 -
381.93KB
2021.07.14.pdf
Oak Solar Phase A - Crossing Exhibit #4 -
431.63K6
2021.07.15.pdf
Oak Solar Phase A - Crossing Exhibit #5 -
417.85K6
2021.07.16.pdf
Oak Solar Phase A - Crossing Exhibit #6 -
340.84KB
2021.07.13-2.pdf
Letter of Credit Availability Revised - SAW-2020-
01825 - SunEnergy1 - Oak Solar Phase A
317.84KB
07222021.pdf
20210719_13204401667_16_Soil_Map.pdf
801.68KB
Only pdf or kTm files are accepted.
Describe the attachments
or comments:
Please find responses to the inquiries received for the PCN submittal with associated DWR Project ID#
20210690 and USACE SAW-2020-01825. In addition, please find the exhibits incorporating the additional
information requests. Nicholas Tillson (SunEnergy1 - Environmental Program Manager) can be contacted
regarding any response inquiries. E: [e-mail] C: 704-450-7086.
Sign and Submit
V By checking the box and signing box below, I certify that:
■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
■ I intend to electronically sign and submit the online form.
Signature:
(�4�k<-Wl cello
Submittal Date: Is filled in automatically.

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