20210915 Ver 1_USACE Permit (Corrected)_20240625

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-02059 County: Guilford U.S.G.S. Quad: NC -Browns Summit
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: SL Reedy Fork, LLC
Attn: Holden Sabato
Address: 195 Morristown Road
Basking Ridge, NJ 07920
Size (acres) —158.5
Nearest Waterway UT to Reedy For
USGS HUC 03030002
Location description: The project area is la
intersection with Brown Summit Road, at
Description of projects area and activitv�—h
0.02 acre P9
Nearest Town Greensboro
River Basin Cape Fear
Coordinates 36.185959,-79.709386
fill
(W4 smear leer) of stream cnannei 1Hf acre 1373 smear ieetl of wmcn is consmerea a permanent loss) ana u.ari acre of
riparian non-riverine wetlands, and the temporary discharge of fill material into 0.007 acre (96 linear feet) of stream channel.
The above discharges include the relocation of approximately 0.014 acre (261 linear feet) of stream channel using natural
channel design techniques. These impacts are necessary for the construction of an industrial distribution/warehouse logistics
center that consists of two warehouse buildings and associated infrastructure, including trailer and employee parking, truck
courts, access roads, a sanitary sewer, and three storm water control measures.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 39. Commercial and Institutional Developments
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 12/16/2021, and the enclosed plans Permit Figures 1 through 20. 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.
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 David E. Bailey at [phone] X 30 or David.E.Bailev2(ii,)usace.armv.mil.
Corps Regulatory Official: -� ;g Date: 2022.01.21 14:40:28-05'00' Date: 01/21/2022
Expiration Date of Verification: 3/15/2026

SAW-2019-02059
SPECIAL CONDITIONS
1. 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.
2. Stream CH 100 must be relocated using natural channel design techniques. The approved stream
relocation is shown on Permit Figures 7 and 8 of the enclosed plans. This stream must be relocated
according to the plans and descriptions shown on Permit Figures 8 through 20 of the enclosed
plans. These activities shall be completed no later than May 31, 2022. Once the stream relocation
work is complete, you must submit an initial report within 30 days detailing the work completed,
including a photograph record sufficient to document the entirety of the stream relocation reach.
3. Following submittal of the initial report (see Special Condition 2), the relocated stream shall be
monitored annually, and an annual report submitted to the U.S. Army Corps of Engineers,
Wilmington District, Raleigh Regulatory Field Office (Corps) no later than December 311t of each
year. The monitoring report shall include photographs of re -occurring vegetation plots to assess
plant survival, and collection and analysis of data to assess stability of the longitudinal profile and
four marked cross sections. Over the life of the monitoring period, two bankfull events shall be
documented, if available. Monitoring shall continue for a minimum of five years or until the Corps
determines that monitoring can be discontinued.
4. If, after the monitoring period has concluded, the stream relocation is not successful for any
reason, including due to erosion, instability, or hydrology insufficient to render the feature
jurisdictional according to Section 404 of the Clean Water Act, the Corps will require contingency
measures. Contingencies may include re-evaluation of this Nationwide Permit 39 authorization
pertaining to compensatory mitigation requirements for Impacts S1 through S4.
5. Groundwater base flow below the authorized impact limits at Impacts W4 and S4/W5 must be
maintained per the filtered trench drains as shown on Permit Figure 6 (i.e. "Filtered Trench Drain
@ Wetland Disturbances") of the enclosed plans.
6. The temporary stream impacts proposed at the three open -cut sewer line crossings (S5, S6, and
S7) must be installed in the dry. Stream substrate must be excavated and stockpiled separately
from soil and other material not compatible with stream substrate. Following sewer line
installation, these streams must be restored by reconstructing the stream channel bed and banks
to the pre-existing channel dimensions, with suitable stockpiled stream substrate placed back into
the stream bed. The stream banks must be stabilized with a regionally appropriate native seed mix
and coir matting.

SAW-2019-02059
7. Please note that future impacts and/or phases of the Reedy Fork commercial/industrial
development, and related activities associated with Corps Action ID: SAW-2019-02059, may be
considered part of a single and complete project; these impacts may be considered cumulative
with impacts authorized during earlier phases with respect to compensatory mitigation and
Nationwide Permit thresholds. Current cumulative impacts to waters of the US for the Reedy
Fork commercial/industrial single and complete project include a total loss of acre (373 linear
feet) of streams and 0.217 acre of wetlands, or a total of 0.417 acre of waters oft US.
0.02 acre 09
.1,� Date: 2022.01.21
Corps Regulatory Official: 14:40:04-05'00' Date: 01/21/2022
Expiration Date of Verification: 3/15/2026
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 https://regulatory.ops.usace.g.M.mil/customer-service-s4DLey.
Copy furnished:
Jennifer L Robertson, ATLAS Environmental, Inc., 338 S. Sharon Amity Road, #411, Charlotte, NC 28211
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston Salem NC 27105

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation_ Responsibility Transfer Form
Permittee: 5L Reedy Fork, LLC, Holden 5abato Action iD: SAW-2019-02059
Project Name: Reedy Fork Industrial / Summit Avenue / Greensboro / Guilford County County: Guilford
Instructions to Permittee: The Permittee must provide a ropy 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 wilt 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: 0303nn02. Cana Fpar River Ravin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm Cool
Cold
Riparian Riverine
Riparian Non Riverine
Non Riparian
Coastal
0.217
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: 03030002, Cape Fear River Basin
Stream Mitigation {credits)
Wetland Mitigation (credits)
Warm
Cool Cold
Riparian Riverine
Riparian Nan-Riverine
Non -Riparian Coastal
0.4
Mitigation Site Debited: KCI Cape Fear 02 Umbrella Mitigation Bank - Black Hull Stream and Wetland Mitigation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDM5, 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-, 1, 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: KCI Technologies, Inc.
Name of Sponsor's Authorized reess�entative: Timothy J. Morris
1-25-21
Signature of 5 is Adthorized Representative Date of Signature
pagr 1 42 Form Version 10 -1 uric 2020-updaIcd

CESAW-RG (File Number, SAW-2019-02059)
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 KCI conf if ming theV are wil li ng and able to accept the appiicant's
compensatorV mitigation responsibility, dated 7 30 2021 was included with the Preconstruction notification.
• The wetland credits required correspond to 0.183 acre and 0.034 acre of wetland impacts at 2:1 and 1:1,
respectively.
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 Permirtee, 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 NC27587 (or by email to SA [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: David E. Bailey
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: David. [e-mail]
�g�l Date: 2022.01.21
. � 14:3 7:43-05'00'
USACE Project Manager Signature
01/21/2022
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.

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FHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY ORSBORN ENGINEERING GROUP, PA SHALL BE WITHOUT LIABILITY TO ORSBORN ENGINEERING GROUP, PA.

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4. VERIFY DESIGN OF FILTERED TRENCH DRAIN WITH
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96.0
94.0
92.0
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86.0
84.0
82.0
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0+.0
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0+50.0 1+00.0 1+50.0 2+00.0 2+50.0 3+00.0 3+50.0 4+00.0
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4+50.0 5+00.0

PERMIT FIGURE 14
Stabilization Detail
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stakes on each side
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Enhancement Details
Live Staking will include groupings of 400
Button Bush, 200 Elderberry, and 200 Silky
Willow plantings. The area between bank
full and flood prone width will be stabilized
Co
with a riparian seed mix and coir matting.
Other areas will be stabilized with seed and
straw and biodegradable straw matting
45
where necessary. Stabilization will occur
daily as construction progresses from
upstream to downstream.
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PERMIT FIGURE 15
0 • NST
Ernst Conservation Seeds
8884 Mercer Pike
Meadville, PA 16335
[phone] Fax [phone]
www.ernstseed.com
SEEDS
Date: December 10, 2020
NC Piedmont Riparian Mix - ERNMX-307
Botanical Name Common Name
Price/lb
26.00 % Sorghaarum nutan5, GA Ecotype indiangrass, GA Ecotype
4.11
25.00 % PmiCum anrgps Beaked Panicgrass
30.8(
20.00 % Elymus virginku5, Madison' Virginia wiklrye, 'Madison'
5.05
20.00 % Panicum clandeSY num, ircga Deertongue, Tioga
13.52
4.00 % C17armeCr15td fa5cXviefa, FL ECPtype Partridge Pea, FL Ecotype
11.00
2.00 % Nibi5cuq m05Chevtos Coastal Plain NCEco4W Crimsoneyed Rosemallow, Coastal Plain NC Ecotype
162.80
1.00 % ]uncu,5 effUSV5 COaswf Plain NC ECot}pe Soft Rush, Coastal Plain NC ECOtype
44.OD
1.00 % ]unCU5tenwi, NC Ecotype Path Rush, NC Ecotype
72.6(
1.00 % Vemonra novebcracensis, PA Ecotype New York fronweed, PA Ecotype
242.00
100.00 °/a Mix Price/lb Bulk:
$20.96
Seeding Rate: 20 lb per acre
Riparian Sites
This mix of grasses and grass -like species will tolerate flooding and provide food and cover for native game birds in the Piedmont
region. Mix formulations are subject to change without notice depending on the availability of existing and new products.
While the
formula may change, the guiding philosophy and function of the mix will not
Price quotes guaranteed for 30 days.
All prices are FOB Meadville, PA.
Please check our web site at www.ernstseed.com
for current pricing when placing orders.
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411 Charlotte, North Carolina 28211; 704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

PERMIT FIGURE 16
���Mo�r�, Foggy Mountain Nursery, LLC
nnstssnr
Harnr I Live Stakes I Christmas Trees I Price List I Fruit Trees I Stream Restoration I Current Projects I Staff I Contart Us
Live Stakes Pticc Lis+
Christmas Price List
f=c��•ej i�rzt:a�
Native Plants and Live Stakes
Phone Numbcrs: Fax Number:
Mailing, Address: Shipping Address:
336) 384-L&AF (5323) (336) 384-FROG (3764)
251 Ed Litlle Road 797 11cltnn Creek Road
330) 977-2958 Email: foggytuttal£iskybcst.com
Crerton, North Carolina 28615 Lansing, North Carolina 28643
NATIL'E PLANTS
55.25/ 1 Gal [on and $14,00/3 Gallon
•Call for availahlllty: Not all plants listed in constant supply
Green Ash (Frruiuss pemrp Ivan ira )
Black Walnut (.lrrglans nigra)
LIVESTAKES
Black Gum (N)ssa g1s•allcd)
Pncc per bundle (50 Live Stakes'Bundle)
Silky Dogwood (Carnet umonunt)
Red Maple (Ater rubrctm)
Black Willow (Salix nigra) $24.00
Water Oak (Quercus nigra)
Silky Dogwood (Cornus amonum) $22.00
Wi[low Oak (Quercus phellos)
Silky Willow (Salix sericea) $22.00
White Oak (Quemus alba)
Nine Bark (Physocarpus opul(Plius) $22.00
Norlhem Red Oak (Quercus rubra)
Elderberry (Sambucus canadensis) S23.00
Persimmon (Diospyros virginiana)
Buttonbush (Cephalanthus occidenlalis) $28.00
River Birch (Betula nigra)
Sugarberry (Cells laevigata)
Brush Mattress Available in Species Listed Above
Sycamore (Platanus occidentahs)
(25+ Live BranchesfBundle $18.00Ibundle)
rag A]der (Alnus serrulata)
Dogwood (flowering) (Cornus Florida)
BARE ROOT PLANTS
Eastern Redbud (Cereis canadensis)
Call for Prices and availability
cllow Poplar (Liriodendron tultpifera)
interberry (ilex verlicillala)
Crab Apple (Malus angustifolia)
Possurnhaw (flex decidua)
Wild Cherry (Prunus serolina)
Sugar Maple (ricer saccharum)
I lemlock Canadian (Tsuga canadensis)
Striped Maple (Acerpensylvanicum)
Hemlock Carolina (Tsuga earallniana)
Spicebush (Lindera benzoin)
Ironwood (Acacia estrophiolata)
hestnut Oak (Quercusprinus)
Black Birch (Belula lento)
Ironwood (Acacia estraphiolata)
Ycllow Birch (Betula alleghaniensis)
Black Birch (Benda lens)
Beech (Fergus grandifolia)
Yellow Birch (Relula alleghaniensis)
Sugar Maple (Acersaccharum)
Beech (Fergus grandifolia)
Striped Maple (Ater pensylvanicum)
Rhododendron (Rhododendron catawbiense)
Spicehush (Lindera melissifalia)
Hemlock Canadian (Tsuga canadensis)
Chestnut Oak (Quercus prinus)
rrowwood
Yellow Poplar (Liriodendwn itdoifera)
Wild Cherry (Prunus serodna)
Red Maple (Ater rubrum)
Hornbeam (Carpinus caroliniana)
White Pine (Pinus strobes)
Crab Apple (Malus anguslifolia)
Spiraea (Spiraea lhunbergii or Spiraea vanhoutle)
Choke Berry (Amnia arbulfolia)
itchhazel (Hamamelis virginiana)
Paw Paw (Asimina triloba)
azelnuI (Coiylus aveliana)
vuntain Laurel (Kalmia latifolia)
I Iigh Bush Blueberry (iraccinium sp.)
S iraca (Spiraea thvnbergii or Spiraea vanhouite - 3 gal only
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411 Charlotte, North Carolina 28211; 704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

'oggy Mountain Nursery is located in northwest North Carolina at an elevation of 3200 feet. We grow a wide variety of plant materials especially
;elected for colder climate conditions.
oggy Mountain Nursery is locally owned and operated by Glen and Allison Sullivan. We welcome you to visit our nursery to see how our plants
tre grown. Please call for an appointment.
`oggy Mountain Nursery is annually inspected by the North Carolina Department of Agriculture.
Terms & Conditions
iomc plant materials not listed, quantity and stock vary. Prices subject to change. Because we cannot control the maintenance after the plants leave
)ur care, there is no warranty on plant material.. We will at no time be responsible for more than the purchase price of the plant material
kl1 sales are COD unless prior arrangements have been made. All invoices on credit must be paid within 30 days. A 1.5% monthly service charge
vilI be added to all accounts that are not paid in 30 days.
Chere is a S25.00 service charge for all returned checks in addition to collection and attorney fees.
Shipping
,lease call far shipping arrangements.
Home Live Stakes Christmas Trees Price List Contact Us
PIoasc feel fore to drop us a line to sliara your thoughts on tlir siee, all comments arc weIenmcA. Contact us at foggyintrk@slybestcorn
CopyrightV 2016 Foggy Mountain Nursery
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411 Charlotte, North Carolina 28211; 704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

r--A
20°-30°
PERMIT FIGURE 17
( l Scour I
Holle
Key into bank for
a minimum length
equal to bank
height Vegetate
Key excavation with
live cuttings/clumps
before backfill.
L—A Toe of bank
�Y3W �I
W
Flow
Rock Vane Plan
Flow
Existing
Stream Bed
-------------
-2.5' .---
Backfill �
excavation Anticipated
with cobble - Scour Hole
and chink
gaps Rock Vane Section A
C!!!Ml
Live cuttings/clumps
a'
Varies ' V
<0.3' 5' to 2'
3' to 4
Typical Rock Dimensions and Placement
Live cuttings/clumps
Rock Vane Section B
Footer rocks should be
—50% larger than other
Notes: The rocks should be rectangluar or nearly so at the rock to rock contact. The rock to
rock contact should be solid. If rocks are not perfectly flat, the thicker end should be placed
downstream.
FA\
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PERMIT FIGURE 18
Rock—
Riprap
2
Nail
Sta
or r
Geot
Live Clumps
,��Live Cuttings
�� Install live clumps and live cuttings
into adjacent protection during
construction. Extend to below
stream bed.
Logs (2min)
1 1 >y2w
Il Soil anchors
Rebar anchors
(2min) (optional)
Use logs that are straight, uniform diameter and
free of rot, disease or insect infestation.
Flow> � Rebar
r- Notch
Backfill with cobble
Geotextile � —
D=
A
% x
Geot
2xz
S1
or
Rock Riprap
>_2H
Drill 1Y8" dia.
hole and drive
#8 rebar
through. Bend
end at top.
End rock elevated
YaH
T-- Streambed

PERMIT FIGURE 19
PLACE COIR ROLLS PARALLEL
TO THE STREAMBANK ALONG
A HORIZONTAL CONTOUR
DOUBLE STAKES OPTIONAL
REQUIRED FOR OFFSHORE
INSTALLATION
� e4
x
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0
0
CD 1 112 " X 1 112
(38 X 38 mm)
RECOMMENDED
LENGTH OF STAKE
DETERMINED BY THE SUBSTRATE
PLACE COIR ROLL SUCH THAT THE ROLL EXTENDS
2" (50 mm) ABOVE MEAN WATER ELEVATION
i
MEAN WA TER
ELEVATION 1 /\j
DRIVE STAKE
THROUGH NETTING
0 0 �
O
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Project Name: Reedy Fork
Location: 5955 Summit Avenue Brown Summit, NC 27214
RONMENTAL For: SL Reedy Fork LLC Attn: Holden Sabato
Coordinates: 36.18668,-79.70964 Date: Dec. 02, 2021

PERMIT FIGURE 20
FRONT OF
/d o
° a� ao .ale of
o
NOTES.• __.._,
1. Tilt branches down into the slope 10`-20` min.
2. Brushloyering may be constructed with non —compacted or compacted backfill
without damage to the brush layer.
J. Branches irrespective of length, should protrude 8-18in. (0.20-0.50 meters)
beyond the face of the slope.
IRONMENTAL
338 S. Sharon Amity #411
Charlotte NC, 28211
Brush Layering
with Rock Toe
Protection
Scale: Not to Scale Sheet: 1 of 1
Construction Typical
Brush Layer/Rock Toe
Drawn By: ©1999 John McCullah
*Conceptual Plan - Not For Construction

Action ID Number: SAW-2019-02059 County: Guilford
Permittee: SL Reedy Fork, LLC (Attn: Holden Sabato)
Project Name: Reedy Fork Industrial / Summit Avenue / Greensboro / Guilford County
Date Verification Issued: 01/21/2022
Project Manager: David E. Bailey
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: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
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

SAW-2019-02059
A. Determination of Jurisdiction:
1. ❑ There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean Water
Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). This determination may be relied upon for a period not to exceed five years from the date of this notification, provided
there is no change in law or our published regulations or new information that warrants revision of this determination.
3. ® There are waters, including wetlands within the review area, limited to those areas proposed for direct/indirect impacts
by the applicant via the PCN dated 12/16/2021, that are subject to the permit requirements of Section 404 of the Clean
Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed five years from the
date of this notification, provided there is no change in law or our published regulations or new information that warrants
revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may
request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑X The potentially jurisdictional areas within the remainder of the property have been identified under a previous action.
Please reference the preliminary jurisdictional determination issued 6/2/2020. Action ID: SAW-2019-02059.
B. Basis For Determination: See the Approved Jurisdictional Determination and Preliminary
Jurisdictional Determination forms. dated 01/21/2022 and 6/2/2020. respectively.
C. Remarks:
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
AND
PHILIP.A. SHANNIN(a)USACE.ARMY.MIL

SAW-2019-02059
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 03/22/2022 .
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date: 2022.0 1.2 1
14:38:13-05'00'
David E. Bailey
Date of JD: 01/21/2022 Expiration Date of AJD: 1/20/2027
Expiration Date of PJD: N/A