20210289 Ver 1_USACE Permit_20221007

Baker, Caroline D
From:
Derek Ivie <[e-mail]>
Sent:
Friday, October 7, 2022 3:44 PM
To:
Tankard, Robert
Cc:
Douglas Taylor
Subject:
[External] 401 Water Quality Permit - Colice Hall Solar
Attachments:
ColiceHall_DWR_PMR.pdf, 20210913_SAW-2020-01253_Colice Hall Solar NWP 14
PCN_APPROVAL.pdf
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Mr. Tankard,
Thank you for taking the time to assist us with locating the 401 approval documentation for Colice Hall Solar in Hertford
County, NC. Approximate coordinates: 36.311206,-76.994146. See below for prior efforts to obtain this information.
I attached confirmation of the Pre -Filing request (submitted on 2/9/2021) associated with USACE Project ID SAW-2020-
01253. 1 also attached the NWP14 approval from USACE dated 9/13/21.
Permitted impacts included 0.281 acres of wetlands and 0.042 acres of perennial waters. Please refer to the exhibits
attached to the NWP14 approval. Any assistance you can provide is greatly appreciated.
Respectfully,
J. Derek Ivie, CWB Director of Environmental Compliance
C: [phone]
595 Summer Street, 46' Floor, Stamford, CT 06901
www.SunEnergyl.com I DerekIvieO,Sunenergyl.com
E-5UE—=1S
L_■ptoi� *4 4:C3"1NNCVgS_ vlcx_�
From: May, David <[e-mail]>
Sent: Wednesday, May 25, 2022 1:03 PM
To: Douglas Taylor <[e-mail]>
Cc: Tankard, Robert <[e-mail]>
Subject: RE: [External] FW: 401 Water Quality Permit
Douglas,
Thanks for reaching out. Let me check in with staff.

David May, L.G.
Regional Supervisor — Water Quality Regional Operations Section
Department of Environmental Quality — Division of Water Resources
252-948-3939 direct
252-402-8985 cell
252-946-6481 office
david.may(a)ncdenr.gov
943 Washington Square Mall
Washington, NC 27889
D- E
nzlF[Tw. :. :.
bgwvie 1 0l fw c 4� 4�MRT�`
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Douglas Taylor <[e-mail]>
Sent: Wednesday, May 25, 2022 10:59 AM
To: May, David <[e-mail]>
Subject: [External] FW: 401 Water Quality Permit
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
David,
Could you please help me with this, SE1 has reached out numerous times and we haven't received anything from your
staff.
Douglas Taylor Environmental Specialist
Phone: [phone] Ext 140 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
www.SunEnergyl.com I Dou lg as.ta. lorksunenergyl.com
E=— Fi! Fi
From: Douglas Taylor
Sent: Wednesday, May 25, 2022 10:57 AM
To: [e-mail]; [e-mail]
Subject: 401 Water Quality Permit

Chris and Samir,
I am reaching out about the 401 Water Quality Permit that we should have received with our approval of our 404 Permit
at Colice Hall Solar from last year for a NWP 14 Crossing. Our company needs this documentation for some financing. I
am reaching out one last time before I put together a letter explaining why we haven't received this document. Attached
is the two emails I sent for this documentation, I am currently pulling a call list together as well. If you could send me this
documentation that would be great.
Douglas Taylor Environmental Specialist
Phone: [phone] Ext 140 C: [phone]
192 Raceway Drive, Mooresville, NC 28117
www.SunEnergyl.com I Dou lg as.ta. lor&sunenergyl.com
E-5LJr1
L-■FK#PM *rA CCWPVqENCML. MML.PM
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DWR Pre -Filing Meeting Request Form
Contact Name *
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Jeffery McDermott
[e-mail]
Colice Hall Solar, LLC
Colice Hall Solar
Hertford
Street Address
192 Raceway Drive
Address Line 2
City State / Rovince / Region
Mooresvillle NC
Fbstal / Zip Code Country
28117 United States
Is this a transportation project?* C Yes 6' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - f- 401 Water Quality Certification -
Regular Express
F Individual Permit F Modification
f- Shoreline Stabilization
Does this project have an existing project ID#?*
Yes r No
Please list all existing project ID's associated with this projects.*
SAW-2020-01253
Do you know the name of the staff member you would like to request a meeting with?
Chris Pullinger
Please give a brief project description below.*
The proposed solar site is in Hertford county, located off of Colice
Hall Lane. The project parcels encompass approximately 54 acres.
The parcels are owned by John David Simons III, Russel P Harrell,
and Byrum's Farm Service Center, Inc.
Please give a couple of dates you are available for a meeting.
2/16/2021
2/17/2021

2/18/2021
2/11/2021
2/23/2021
Please attach the documentation you would like to have the meeting about.
08499a - Colice Hall Solar Wetland Crossing
1.03MB
Documents - 2021-02-08.pdf
08499a - Colice Hall Solar Wetland Crossing
766.26KB
Drawings - 2021-02-08.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
o ,f4:Z v.
Submittal Date 2/9/2021

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01253 County: Hertford U.S.G.S. Quad: NC-Ahoskie
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail:
Size (acres)
Nearest Waterway
USGS HUC
SunEnergyl, LLC
Mr. Kenny Habul
192 Raceway Drive
Mooresville, North Carolina 28117
[phone]
[e-mail]
61.9 Nearest Town Ahoskie
Horse Swamp River Basin Albemarle-Chowan
03010203 Coordinates Latitude: 36.311206
Longitude: -76.994146
Location description: The 61.9- acre project area, known as the Colice Hall Solar Site, is located between Colice Hall Lane and
E. Modlin Road north-northwest of Ahoskie, Hertford County, North Carolina. The site is comprised of three parcels
identified by Parcel Numbers 5994-10-7331, 5994-19-1469, and 5983-97-7519.
Description of projects area and activity: This verification authorizes the filling on 0.281 acres of wetlands and 0.042 acres of
perennial waters for the purpose of constructing a road crossing to serve as access between solar arrays for a proposed solar
energy facility.
Applicable Law(s): N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 14. Linear Transportation Projects
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 9/26/2021, and the enclosed figures C201, C501, and C502 received on 03/31/2021,
08/10/210, and 04/14/2021, respectively. Any violation of the attached conditions or deviation from your submitted plans may
subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Elizabeth City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps
of Engineers regulatory program, please contact Anthony D. Scarbraugh at [phone] or
anthony.d.scarbraugh@u,uscae.army.mil.
Corps Regulatory Official:
Expiration Date of Verification: 3/18/2022
Date: 09/13/2021

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f7p=136:4:0
Copy furnished:
Agency: NC Division of Water Resources
Mr. Chris Pullinger
Address: 943 Washington Square Mall
Washington, North Carolina 27889
Telephone Number: [phone]
E-mail: Chris.Pullinger(ancdenr.gov

SAW-2020-01253
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2020-01253 County: Hertford
Permittee: SunEnergyl, LLC, Mr. Kenny Habul
Project Name: Colice Hall Solar -Sun Energy / Colice Hall Lane / Ahoskie / Herford County
Date Verification Issued: 09/13/2021
Project Manager: Anthony D. Scarbraugh
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Anthony D. Scarbraugh
Washington Regulatory Office
U.S Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

LOW DENSITY STORMWATER PERMIT AND VEGETATIVE SETBACK NOTES:
THIS PROJECT HAS BEEN SUBMITTED FOR PERMITTING TO NCDEQ DEMLR FOR
A LOW —DENSITY STORMWATER MANAGEMENT PERMIT WITHIN THE 20 COASTAL
COUNTIES ("OTHER COASTAL COUNTY WATERS"). REQUIREMENTS FOR THE
LOW —DENSITY PERMITTING OPTION FOR THIS REGION INCLUDE:
a. BUILT UPON AREA (BUA) IS RESTRICTED TO 24% AND REQUIRES
DISPERSED OVERLAND FLOW OF STORMWATER THROUGH VEGETATED
SURFACES. BUA SHOWN ON THIS PLAN IS WELL BELOW THE NOTED
THRESHOLD. ADDITIONAL BUA UP TO THE PERMIT RESTRICTIONS MAY BE
ALLOWED BUT SHALL BE SUBMITTED TO AND APPROVED BY NCDEQ
DEMLR BEFORE IMPLEMENTATION.
b. NEW STORMWATER CONVEYANCE SYSTEMS OUTSIDE OF OVERLAND FLOW
SHALL UTILIZE VEGETATED SWALE WITH SIDE SLOPES OF 3 (HORIZONTAL)
: 1 (VERTICAL) OR SHALLOWER AS SHOWN ON THIS PLAN. THE MINIMAL
USE OF CULVERTS FOR ACCESS IS PERMISSIBLE AS APPROVED BY
NCDEWQ DEMLR AND OTHER AUTHORITIES HAVING JURISDICTION. THE
CONTRACTOR SHALL VERIFY ALL APPROVALS HAVE BEEN OBTAINED.
c. THE CONTRACTOR SHALL REFER TO THE ISSUED STORMWATER
MANAGEMENT PERMIT FOR ADDITIONAL INFORMATION. ANY DEVIATION FROM
THE APPROVED PLAN SHALL OBTAIN APPROVAL BY NCDEQ DEMLR.
. A 50' VEGETATED SETBACK APPLIES TO JURISDICTIONAL STREAMS AS NOTED
WITHIN 15A NCAC 02H.1019 REGULATIONS FOR THE COASTAL COUNTIES. THE
VEGETATED SETBACK SHALL BE MEASURED HORIZONTALLY FROM AND
PERPENDICULAR TO THE TOP OF BANK OF STREAMS, NORMAL POOL OF
IMPOUNDED STRUCTURES AND MEAN HIGH WATERLINE OF TIDAL WATERS.
. THE VEGETATED SETBACK MAY BE CLEARED OR GRADED BUT MUST BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION. ALL EROSION
AND SEDIMENTATION CONTROL PROVISIONS SHALL BE ERECTED PRIOR TO AND
CLEARING OR GRADING.
BUILT UPON AREA IS NOT PERMITTED WITHIN THE VEGETATED SETBACK
UNLESS IT MEETS THE REQUIREMENTS OF G.S. 143-214.7(B2)(2) AND IS
APPROVED BY STATE AND LOCAL PERMITTING AGENCIES. SOLAR PANELS ARE
NOT CURRENTLY CONSIDERED IMPERVIOUS AND HENCE DO NOT QUALIFY AT
BUILT UPON AREA. IMPERVIOUS ITEMS SUCH AS BUILDINGS, COMPACTED
ROADS AND TRANSFORMERS ARE CONSIDERED BUILT UPON AREA AND ARE
NOT PERMITTED WITHIN THE VEGETATED SETBACK UNLESS OTHERWISE
AUTHORIZED AND APPROVED UNDER THE AFOREMENTIONED STATUTE. NO SUCH
APPROVALS ARE INCLUDED WITHIN THIS PLAN.
THIS SOLAR FARM WILL UTILIZE A TRACKING PANEL THAT WILL ROTATE THE
ORIENTATION OF THE PANEL FROM THE EAST TO THE WEST THROUGH THE
DAY TO MAXIMIZE THE CONTACT WITH SUNLIGHT. THE PANEL CONFIGURATION
IS DESIGNED TO ALLOW FOR STORMWATER RUNOFF FROM THE PANELS NOT
TO EXCEED A 10' FALL FROM THE LOWEST ELEVATION (DRIP LINE)
THROUGHOUT THE ROTATION AND PROMOTE DIFFUSE FLOW ONTO THE
VEGETATED SURFACES BELOW. IN MINIMAL CIRCUMSTANCES WHERE THE DRIP
LINE WILL FALL WITHIN A SWALE SLOPE, MATTING SHALL BE USED AND
PARTICULAR CARE SHALL BE TAKEN TO ESTABLISH VEGETATION ON THE
SLOPE. PROPERLY INSTALLED HPTRM'S ARE RECOMMENDED AT THESE
LOCATIONS.
DFL4IN GE NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC ONE
CALL TO LOCATE UNDERGROUND UTILITIES.
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. CULVERTS SHALL BE SMOOTH
INTERIOR, DOUBLE WALLED HDPE WITH GASKETED CONNECTIONS UNLESS
OTHERWISE NOTED. CULVERTS SHALL BE 20' IN LENGTH AND HAVE A
MINIMUM OF 12" OF COVER. SLIGHT MOUNDING OF DRIVEWAY MAY BE
REQUIRED AT SOME LOCATIONS.
3. DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER NCDOT 840.
4. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN
ACCORDANCE WITH THIS PLAN AND REQUIREMENTS STIPULATED BY THE
DIVISION OF WATER QUALITY STORMWATER PERMIT.
CONCEPTUAL SITE AND DRAINAGE PLAN NOTES
1. BOUNDARY INFORMATION HAS BEEN PROVIDED BY ROANOKE LAND SURVEYING AS
FOLLOWS:
SURVEY FOR COLICE HALL SOLAR, LLC (SIMONS TRACT), DATED 11/4/2020.
"ALTA/NSPS LAND TITLE SURVEY FOR COLICE HALL SOLAR, LLC (BYRUMS FARM
TRACT), DATED 9/16/2020.
2. TOPOGRAPHIC INFORMATION WAS OBTAINED BY ROANOKE LAND SURVEYING
UNLESS SPECIFICALLY NOTED OTHERWISE.
3. WETLANDS BOUNDARY AND JURISDICTIONAL WATERS INFORMATION HAS BEEN
DETERMINED BY HART HICKMAN AS SHOWN IN "PRELIMINARY WETLAND
DETERMINATION MAP — COLICE HALL SOLAR PROJECT" FIGURE 2 (REVISED
12/21/2020). ALL WETLANDS AND WATER OF THE US SHALL REMAIN UNLESS
OTHERWISE APPROVED BY A NCDEQ 401 WATER QUALITY CERTIFICATION AND
THE USACOE.
4. SITE LAYOUT HAS BEEN PROVIDED SUN ENERGY 1, LLC. THE SITE LAYOUT IS
SUBJECT TO REVISIONS. CONTRACTOR SHALL CONFIRM SITE LAYOUT WITH COLICE
HALL SOLAR, LLC.
5. DRAINAGE INFORMATION SHOWN ON THIS MAP IS CONCEPTUAL BASED UPON SITE
LAYOUT INFORMATION AVAILABLE AT THE TIME THIS PLAN WAS PREPARED. THE
ALBEMARLE BEACH SOLAR FARM WILL BE PERMITTED AND CONSTRUCTED IN
PHASES. REFER TO THE DETAILED "EROSION CONTROL AND DRAINAGE PLAN" FOR
INDIVIDUAL PHASES FOR FINAL DESIGN INFORMATION.
6. SITE COVERAGE FOR THE ALBEMARLE
TOTAL SITE AREA:
LESS OPEN/JURISDICTIONAL WATERS
TOTAL PROJECT AREA:
NORTH STAGING AREA:
SOUTH STAGING AREA:
3 INVERTERS
FUTURE/RESERVED COVERAGE
TOTAL COVERAGE:
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
VQ • 1•
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•
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p'•• • 4 , WATERS
BEACH SOLAR FARM IS AS FOLLOWS:
10,003,569 SF (229.65 AC)
—56,035 SF (1.29 AC)
9,947,361 SF (228.36 AC)
43,521 SF
32,626 SF
1,200 SF
2,310,019 SF
2,387,366 SF
(54.81 AC) 24.0%
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
POTENTIAL
JURISDICTIONAL
NON -WETLAND
WATERS
ode::
J ° �
PORTION OF EX. SWALE
TO BE RELOCATED
50.0' VEGETATED SETBACK
(SEE SHEET C301 AND
"LOW DENSITY STORMWATER
PERMIT AND VEGETATIVE
SETBACK NOTES")
. 'o
6' CHAIN LINK -• •
FENCE (TYP.)
SOLAR PANEL
ARRAYS (TYP.)
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(TYP.)
SOLAR PANEL
ARRAYS (TYP.)
EXISTING SWALE
TO REMAIN
PROPOSED SOIL
ACCESS PATH
gSt :r`4' .3 g • . \oli o°
'� .. USACOE APPROVAL REQUIRED'
45 --L PRIOR TO INSTALLATION OF 1 "
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LAYDOWN
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• WETLAND IMPACT g°
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✓• CHANGE IN COMMUNITY IMPACT
AREA = 21,8938 SF
k$ (\ (0.503 ACRES)
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• - k •
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USACOE APPROVED
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FINAL DRAWING
NOT FOR
CONSTRUCTION
LEGEND
CONCRETE MONUMENT FOUND
IRON PIPE FOUND
IRON ROD FOUND
PK NAIL FOUND
PK NAIL SET
CALCULATED POINT
PROPERTY LINE/LEASE AREA
RIGHT OF WAY
ADJACENT PROPERTY LINE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING OVERHEAD ELECTRIC
PROPOSED TRANSMISSION LINES
EXISTING CONTOURS
EXISTING DITCH
PROPOSED SWALE
PROPOSED FENCE
PROPOSED GATE
PROPOSED SOLAR PANELS
EXISTING TREELINE
PROPOSED TREELINE
POTENTIAL JURISDICTIONAL
STREAM (OUTLINE)
JURISDICTIONAL WETLANDS
SURVEYED (POTENTIAL)
GRAPHIC SCALE
200 0 100 200 400
(IN FEET)
1 INCH = 200 FT.
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PROJ. NO. 08499A

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GRAPHIC SCALE WETLAND IMPACT AREA
REVISIONS
OS
V e
DESCRIPTION
REDUCED GRAVEL ACCESS PATH WIDTH
ADDED COMMUNITY IMPACT AREA
MODIFIED "CHANGE IN COMMUNITY IMPACTS" LIMIT
DEFINED STREAM IMPACT AREA
0 10 20
40
(IN
1 INCH =
FEET)
20 FT.
DATE
03.29.2021
04.13.2021
08.06.2021
z
-
NM
FINAL DRA
WING
SUN ENERGY 1, LLC
COLICE HALL SOLAR
AHOSKIE AHOSKIE TOWNSHIP HERTFORD COUNiY NORTH CAROLINA
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NOTFOR
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I LIMITS OF POTENTIAL
LIMITS OF POTENTIAL
50
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CENTER OF GRAVEL
ACCESS PATH
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MAINTENANCE
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SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
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(2) 60" HDPE
CULVERT (50 LF)
INV. 35.2 NW
INV. 35.1 SE
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WETLAND IMPACT AREA PROFILE
SCALE: 1" = 20' H
SCALE: 1" = 2' V
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APPi 1- MAY 1S PERMANENT S®AKG
SPECIES
K-31 FESCUE
COMMON BERMUDAGRASS
WINTER RYE GRAIN
RATE
3 LB/1000 SF
1 LB/1000 SF
3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 15- JULY1'PER4lAN SVT SEEDING
SPECIES
K-31 FESCUE
COMMON BERMUDAGRASS
GERMAN MILLET
RATE
3 LB/1000 SF
1 LB/1000 SF
3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUGUST 15 - APRL k TEMPORARY SEEDING
SPECIES
K-31 FESCUE
WINTER RYE GRAIN
RATE
3 LB/1000 SF
5 LB/1000 SF
SOL ASS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
MULCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
MAPITEMANICE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
SEDIMENTATION AND EROSION CONTROL NOTES:
1. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE OWNER SHALL HAVE THE
APPROPRIATE UNDERGROUND UTILITIES LOCATED.
2. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING
AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
3. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEPPER THAT 3(H):1(V) SHALL BE
STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL
OTHER EXPOSED EARTHEN AREAS SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT
GROUND COVER WITHIN 14 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE OF GRADING.
4. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR GRADING FILL SHALL
BE OBTAINED FROM A PERMITTED BORROW PIT.
5. EXISTING INFORMATION:
THE EXISTING TOPOGRAPHY SHOWN ON THIS PLANS IS TAKEN FROM LiDAR DATA AND FIELD
REVIEWED FOR RELATIVE COMPARISON.
SITE STABILIZATION REOUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION TIME
FRAME
STABILIZATION TIME FRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES AND SLOPES
7 DAYS
NONE
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
14 DAYS
NONE (EXCEPT FOR PERIMETER
AND HQW ZONES)
10.0'
85.0' TOTAL LIMITS OF DISTURBANCE
18" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
(2) 60" HDPE
INV. = 35.2'
15" NCDOT CLASS I
RIP -RAP OVER
GEOTEXTILE FABRIC
12" MIN.
COVER
50.0'
17.0'
GRAVEL ACCESS PATH
SLOPE TO FOLLOW
EXISTING GRADE
6"-8" AGGREGATE BASE
GEOTEXTILE OR GEOGRID
(IF NECESSARY)
25.0'
LIMITS OF CLEARING AND GRUBBING
("WETLANDS IMPACTS")
8" MAX —
14.5'
(TYP. U.N.0.)
OVERHEAD
POWER POLE
ACCESS PATH (THRU WETLANDS) DETAIL
NTS
17.0' GRAVEL
ACCESS ROAD
A
•
4110-4;
gine-
•
(2) 60' HDPE
CULVERTS (50' LENGTHS)
DIRECTION
OF FLOW
INSTALL CULVERTS
12" MIN. BELOW
EXISTING SURFACE (TYP.)
MOUND AS NEEDED TO
PROVIDE 12" MIN. COVER
SELECT BACKFILL
(NCDOT CLASS II OR III)
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(6" MIN.)
NCDOT CLASS III OR CLASS II, TYPE
(COMPACT AFTER PIPE IS SET, PRIOR
TO PLACING ADDITIONAL FILL)
\i\
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i
A
CULVERT INSTALLATION (HORSE SWAMP)
NTS
PROPOSED GRADE Q
OF GRAVEL ROAD AT
DITCH ELEV. = 43.5'
FILL PER GEOTECHNICAL
RECOMMENDATIONS
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WETLAND IMPACT
CULVERT INSTALLATION DETAIL
NTS
SPRINGLINE
REMOVE MUCK, IF PRESENT. PLACE SELECT
BACKFILL (NCDOT CLASS V OR VI) WRAPPED IN
GEOTEXTILE, THICKNESS VARIES WITH FIELD
CONDITIONS, CONSULT WITH ENGINEER.
2:1 OR FLATTER
SIDE SLOPE
(2) 60" HDPE
INV. = 35.1'
EXISTING
GRADE
20.0'
TEMPORARY
COFFER DAM
(IF NECESSARY)
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15" NCDOT CLASS I
RIP -RAP OVER GEOTEXTILE
28.0'
38.5'
TREE REMOVAL - NO GRUBBING
("CHANGE IN COMMUNITY IMPACTS")
FINAL DRAWING
NOT FOR
CONSTRUCTION
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HERTFORD COUNTY
AHOSKIE TOWNSHIP
N
0
N
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0
N
0
SEE NOTES
0
w
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SURVEYED:
DESIGNED:
z
0
0
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SCALE:
1 "=20'
C502
PROJ. NO. 08499A

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: SunEnergyl, LLC, Mr. Kenny Habul Action ID: SAW-2020-01253
Project Name: Colice Hall Solar -Sun Energy / Colice Hall Lane / Ahoskie / Herford County Hertford
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03010205, Chowan River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.281
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements:
8-digit HUC and Basin: 03010205, Chowan River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.562
Mitigation Site Debited:
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2
Form Version 10 June 2020_updated

CESAW-RG (File Number, SAW-2020-01253)
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from The Great Dismal Swamp Restoration Bank — Timberlake Mitigation
Bank, confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 8/3/2021
was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager:
USACE Field Office:
Email:
Anthony D. Scarbraugh
Washington Regulatory Office
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
[e-mail]
09/13/2021
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.