SAW-2022-02453_NWP.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-02453 County: Johnston U.S.G.S. Quad: NC-Powhatan
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: WC JOCO 15, LLC
Ernie Reinstein
Telephone Number: 312-343-8100
E-mail: ernie(&wvliecay.com
Size (acres) —15 Nearest Town Clayton
Nearest Waterway Cooper Branch River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.616456
Longitude:-78.421332
Location description: The project would be located 0.12 miles south of the intersection of HWY 70 Business and Pony Farm
Road in Johnston County North Carolina. The proiect is located at Johnston County Parcel number 167700-29-0735.
Description of projects area and activity: This verification authorizes the discharge of fill material into 0.07 acre of wetland
waters for the construction of a commercial development.
Applicable Law(s): ❑X Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 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 11/29/2023, and the enclosed plans C0.0-05.0 dated 11/29/2023. 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 (LAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead 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 Matthew K. Martin at [phone]or matthew.k.martin(n(�usace.army.mil.
Corps Regulatory Official: Date: 02/02/2024
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
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Pilot Environmental, Inc.
Bradley Luckey
Telephone Number: 336.708.4997
E-mail: bluckeynuilotenviro.com
Agency: North Carolina Division of Water Resources
Kristina Morales
Telephone Number: 919.791.4258
E-mail: kristina.moralesAdeg.nc.2ov

SAW-2022-02453
SPECIAL CONDITIONS
1. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On
September 14, 2022, the USFWS published a proposal in the Federal Register to list the tricolored
bat as endangered under the Endangered Species Act (ESA). The permittee understands and
agrees that all work associated with the clearing and removal of trees and removal or modification
of culverts must be completed prior to the effective date of the final listing of this species in the
Federal Register. Work associated with the aforementioned activities not completed by that time
must cease and the permittee must contact Matthew Martin of the Corps at [phone] or
[e-mail] to determine if additional coordination with the United States
Fish and Wildlife Service is required under Section 7 of the Endangered Species Act prior to
continuing work.

WYLIE CLAYTON INDUSTRIAL
SHEET INDEX
C0.00
COVER SHEET
C1.00
OVERALL IMPACT MAP
C2.00
WETLAND AREA 1
C3.00
DETAILS
C4.00
DETAILS
C5.00
DETAILS
ARCO
DESIGN/BUILD
- � ��- -2 . w _ram • r '
-+
LOCATION MAP
SCALE 1" = 1,000'
WETLAND IMPACT PLANS
8175 US HWY 70 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
IMPACT
TYPE
ZONE IMPACTS
PERMANENT
TEMPORARY
WETLAND
2,688 SF
0 SF
ADDITIONAL
GRADE
WETLAND
FILL
6,720 CF
CONSTRUCTION SEQUENCE:
1. CLEAR AND GRUB TO NEW CONSTRUCTION LIMITS.
2. INSTALL SILT FENCE AND SILT FENCE OUTLETS. EROSION
CONTROL MEASURES TO BE INSPECTED AND MAINTAINED
AFTER ALL RAINFALL EVENTS.
3. FILL AND COMPACT SUB -GRADE.
4. INSTALL STORM AND OTHER UTILITIES.
5. FINE GRADE AND PAVE SURFACE.
6. PERMANENT SEED ANY VEGETATED AREAS.
7. REMOVE EROSION CONTROL MEASURES.
co.0 COVER SHEET

ARCO
DESIGN/BUILD
I
_ III
_ _ I
— I
/ II
LINEAR
WETLANDS
\ \\ \ 0-1 \
WETLAND IMPACT PLANS
8175 US HWY 70 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
SCALE 1" = 100'
0 50 100 201
c/� ■ O OVERALL
I 1 M PACT MAP

IMPACT
TYPE
ZONE IMPACTS
PERMANENT
TEMPORARY
WETLAND
2,688 SF
0 SF
ADDITIONAL
GRADE
WETLAND
FILL
1 6,720 CF
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LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
vV WETLANDS
WETLAND IMPACT AREA
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WETLAND IMPACT PLANS
8175 US HWY 70 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
C2.0
J,6.,
x-boll
JP
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SCALE 1" = 40'
0 20 40 8C
WETLAND
AREA MAP

TOP OF S
MUST BE,
ABOVE TF
THE WASI
I:I
rIL I LK Ur 4W
WASHED STONE
ARCO
DESIGN/BUILD
BURY WIRE FENCE
AND HARDWARE CLOTH
SECTION VIEW
4' MIN. I I /SILT FENCE
I.iLV I I I IIV I I\LIVI�I I
STEEL FENCE POST
SET MAX Z APART -
MIN. 18" INTO SOLID
GROUND
3' FILTER FABRIC
ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY 6" OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Keep
FILTER FABRIC IN TRENCH
mesh free of debris to provide adequate flow.
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de -watering.
SILT FENCE OUTLET
WETLAND IMPACT PLANS
8175 US HWY 70 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
C3.0 DETAILS

Steel Post
Construction:
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24
inches above the ground. (Higher fences may impound volumes of
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the
filter cloth only at a support post with 4 feet minimum overlap to the
next post.
4. Support standard strength filter fabric by wire mesh fastened securely
to the upslope side of the posts. Extend the wire mesh support to the
bottom of the trench. Fasten the wire reinforcement, then fabric on the
upslope side of the fence post. Wire or plastic zip ties should have a
minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of
8 feet apart. Supports should be driven securely into the ground a
minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require
wire mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound
tensile strength.
7. Excavate the trench approximately 4 inches wide and 8 inches deep
along the proposed line of the posts and upslope from the barrier.
8. Place 12 inches of fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence
performance.
10. Do not attach filter fabric to existing trees.
Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch
rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose, or
become ineffective, replace it promptly.
3. Remove sediment deposits as necessary to provide adequate storage
volume for the next rain and reduce pressure on the fence. Take care
to avoid undermining the fence during cleanout.
4. Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributing drainage
area has been properly stabilized.
ARCO
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence Wire Fence
24"
Plastic or
Wire
Steel Post
24"
/1
18-24"
Filter Fabric
Filter Fabric
Backfill trench
and Compact
thoroughly
CROSS SECTION VIEW
SILT FENCE
WETLAND IMPACT PLANS
8175 US HWY 70 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
8" Min.
Plastic or
Wire ties
8" down & 4"
forward along the
trench
Upslope
DESIGN/BUILD
C4.0 DETAILS

NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
Species Rate
Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
*Depending upon mix with other species.
See table 6.11.d from Chapter 6 of the NC
Erosion and Sediment Control Planning
and Design Manual.
Seeding Dates
Mountains - July 15- Aug 15
Piedmont - Aug 15 - Oct 15
Maintenance:
Indian Woodoats and Virginia Wild Rye
are both sun and shade tolerant.
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
Species Rate
Hard Fescue 15 Ibs/acre
Switchgrass 2.5-3.5lbs/acre*
Indian Grass 5-7 Ibs/acre*
Big Bluestem 5-7 Ibs/acre*
Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
*Depending upon mix with other species. See table
6.11.d from Chapter 6 of the NC Erosion and Sediment
Control Planning and Design Manual.
Seeding Dates
Mountains- Switchgrass, Indian Grass, Big Bluestem-
Dec 1 - April 15
Bluestem- Dec 1 - April 1
Coastal- Indian Woodoats and Virginia Wild Rye -
Sept 1 - Nov 1
Maintenance:
Hard Fescue is not recommended for slopes > 5%.
Prefers shade.
SEED BED PREPARATION:
NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR LATE
WINTER AND EARLY SPRING
SEEDING MIXTURE
Species Rate
Centipede 5lbs/acre
Indian Woodoats 1.5-2.5 Ibs/acre*
Virginia Wild Rye 4-6 Ibs/acre*
*Depending upon mix with other species. See table
6.11.d from Chapter 6 of the NC Erosion and Sediment
Control Planning and Design Manual.
Seeding Dates
Coastal or Eastern Piedmont for Centipede- Sept. 1 -
May 1
Coastal and Piedmont for Indian Woodoats and Virginia
Wild Rye- Feb 15 - April 1
Mountains for Indian Woodoats and Virginia Wild Rye -
March 1 - May 15
Maintenance:
Significant maintenance may be required to obtain
desired cover once centipede is planted. Acceptable for
sodding.
LIMING- Apply lime according to soil test recommendations. If the pH (acidity) of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 11 tons/acre on
coarse -textured soils and 2-3 tons/acre on fine -textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or
higher need not be limed.
FERTILIZER- Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre. Both fertilizer and lime should be incorporated
into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
SURFACE ROUGHENING- If recent tillage operations have resulted in a loose surface additional roughening may not be required, except to break up large clods. If rainfall causes the
surface to become sealed or crusted, loosen it just prior to seeding by raking, harrowing, or other suitable methods for fine grading. The finished grade shall be a smooth even soil
surface with a loosen uniformly fine texture. All ridges and depressions shall be removed and filled to provide the approved surface drainage. Planting is to be done immediately
after finished grades are obtained and seedbed preparation is completed.
NOTES:
1. Permanent seeding, sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table.
2. A North Carolina Department of Agriculture soils test (or equal) is highly recommended to be obtained for all areas to be seeded, sprigged, sodded or planted.
3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover. Soil blankets may be used
in lieu of nurse crops. Mat, tack or crimp mulch, as needed to stabilize seeded areas until root establishment. Mulch must be applied uniformly over the soil with a cover density
of at least 80%.
4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion.
ARCO
PERMANENT SEEDING
WETLAND IMPACT PLANS
8175 US HWY 70 BUSINESS
CLAYTON, JOHNSTON COUNTY
NORTH CAROLINA
DESIGN/BUILD
C5.0 DETAILS

Action ID Number: SAW-2022-02453 County: Johnston
Permittee: WC JOCO 15, LLC, Ernie Reinstein
Project Name: Wylie Clayton Industrial (HWY 70)
Date Verification Issued: 02/02/2024
Project Manager: Matthew K. Martin
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: Matthew K. Martin
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