SAW-2023-02500_NWP.pdf

DEPARTMENT OF THE ARMY
'1 U.S.ARMY CORPS OF ENGINEERS,WILMINGTON DISTRICT
- WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403
May 6, 2024
Regulatory Division
SAW-2023-02500
Sent Via email: [e-mail]
Patricia Haver
North Carolina Railroad Corp.
2089 Highwoods Blvd.
Raleigh, NC 27604
Dear Ms. Haver:
This letter is in response to the Pre-Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh Field Office on December 22, 2023, for a Department
of the Army Nationwide permit (NWP) verification. This project has been assigned the
file number SAW-2023-02500 and is known as NCRR Industrial. This file number
should be referenced in all correspondence concerning this project.
A review of the information provided indicates that the proposed work would include
the permanent discharge of fill material into 0.46 acre of wetland waters, the
temporary discharge of dredged material into 0.05 acre of wetland waters, and the
permanent discharge of fill material into 0.23 acre (200 linear feet) of non-wetland
waters, of this 0.018 acre is considered a loss and 0.004 acre is considered not a
loss. Additionally, the project included the temporary discharge of fill material
into 0.0045 acre (40 linear feet) of non-wetland waters. The project area for this
determination is illustrated on the enclosed site plans/maps. The project area is
located directly east of NC-42 East and US Highway 70 Business interchange, at
parcel number 166808-78-6185, at Latitude 35.639500 and Longitude -78.434900;
in Clayton, Johnston County, North Carolina.
We have determined that the proposed work is authorized by NWP 39 pursuant to
authorities under Section 404 of the Clean Water Act (33 U.S.0 § 1344). The proposed
work must be accomplished in strict accordance with the general permit conditions, any
regional conditions, the special conditions listed in this letter, the application materials,
and the enclosed plans. If the extent of the project area and/or nature of the authorized
impacts to waters are modified, a revised PCN must be submitted to this office for
written approval before work is initiated. Any violation of permit conditions or deviation
from your submitted plans may subject the permittee to enforcement action.

SAW-2023-02500
This verification is valid until March 15, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.
Project Specific Special Conditions:
Special Condition 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.
Special condition 2:
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.
This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.
If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Matthew Martin, Regulatory
Specialist of the Raleigh Field Office at [phone], by mail at the above address,
or by email at [e-mail]. Please take a moment to complete
our customer satisfaction survey located at
https://regulatory.ops.usace.army.miI/customer-service-survey/.
Sincerely,
Matthew K Martin
Regulatory Specialist

SAW-2023-02500
Enclosures
Cc (w/enclosures)
Perry Isner, Wetlands & Waters, Incorporated (via [e-mail])

NCRR INDUSTRIAL PROJECT
IMPACT WATERS WATERS ADDITIONALIMPACT
SHEET INDEX TYPE PERMANENT IMPACTS TEMPORARY
Y QUANTITIES
C0.00 COVER SHEET TRIBUTARY 2
C1.00 OVERALL IMPACT MAP
CULVERT 345 SF 115 SF 71 LF
C2.00 OVERALL BUFFER IMPACT MAP
C3.00 IMPACT 1 " S� RIPRAP 90 SF 25 SF 18 LF
C4.00 IMPACT 2 TRIBUTARY 1
C5.00 IMPACT 3 ,y( �
C6.00 IMPACT 4 r CULVERT 355 SF 169 SF 93 LF
C7.00 IMPACT 5 " ._ RIPRAP 55 SF 25 SF 18 LF
C8.00 TRIBUTARY 2 PROFILE ` �''' ' WETLAND 1 0 SF 2,787 SF 0 CY FILL
C9.00 TRIBUTARY 1 PROFILE --- ,
„ 6k.
-
WETLAND 2 3,481 SF 0 SF 1 ,610 CY FILL
C10.00 DETAILS
C11.00 DETAILS -- .
. „�� WETLAND 3 13,549 SF 2,204 SF 2,880 CY FILL
C12.00 DETAILS :; WETLAND 4 490 SF 0 SF 220 CY FILL
C13.00 DETAILS « 176751(7 "
C14.00 DETAILS
4710CY FILL / 294
TOTAL 17,875 SF 5,320 SF LF
T ZONE 1 IMPACTS ZONE 2 IMPACTS
CONSTRUCTION SEQUENCE: IMPACT
1. INSTALL SILT FENCE AND SILT FENCE OUTLETS.EROSION CONTROL . TYPE PERMANENT TEMPORARY PERMANENT TEMPORARY
MEASURES RAINFALL
EVENTO BE S.
SPECTED AND MAINTAINED AFTER ALL SITE BUFFER 8,598 SF 3,212 SF 13,553 SF 2,356 SF
RAINFALL EVENTS.
2. CLEAR AND GRUB TO NEW CONSTRUCTION LIMITS. yi Ea 2k �' 4t
3. INSTALL COFFER DAMS,PUMP AROUND,AND SEDIMENT BAG. TOTAL 8,598 SF 3,212 SF 13,553 SF 2,356 SF
4. DE-WATER STREAM CROSSING WITHIN LIMITS OF DISTURBANCE. `' *"' ,
5. INSTALL FLARED-END SECTIONS,PIPE,AND RIP-RAP DISSIPATER
LEGENDPAD.
`. +.;
6. FILL AND COMPACT SUB-GRADE,THEN FILL AND COMPACT STONE = �v�xTX
,' WETLAND IMPACT AREA
BASE,THEN PAVE THE SURFACE AT GRADE.
EXISTING MAJOR CONTOUR ZONE 1 BUFFER PERMANENT
; ��
7. SHALLOW WATERS,STREAM BANKS,WETLANDS AND LOWER 0 IMPACT AREA
SLOPES OF THE RIPARIAN EDGE SHOULD BE REPLANTED AS EXISTING MINOR CONTOUR
NEEDED WITH NATIVE WETLAND SEED MIXTURE. ZONE 1 BUFFER TEMPORARY
PROPOSED MAJOR CONTOUR IMPACT AREA
8. REMOVE COFFER DAMS,PUMP AROUND,AND SEDIMENT BAG. LOCATION MAP
9. REMOVE ACCUMULATED ORGANIC MATERIAL,WOODY MATERIAL, PROPOSED MINOR CONTOUR ® STREAM PERMANENT IMPACT
AREA
AND EXCESS SEDIMENT FROM CROSSING. STREAM
10. REPLANT ANY DISTURBANCE IN THE TEMPORARY DISTURBANCE SCALE 1" = 1,000' STREAM TEMPORARY IMPACT
ZONE 1 RIPARIAN BUFFER AREA
ZONES WITH NATIVE WETLAND SEED MIXTURE.
ZONE 2 BUFFER PERMANENT
11. REMOVE SILT FENCE ONCE STABILIZED. ZONE 2 RIPARIAN BUFFER 0
IMPACT AREA
0 WETLANDS ZONE 2 BUFFER TEMPORARY
IMPACT AREA
WETLAND/STREAM IMPACT PLANS
AR US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C0 . 00 COVER SHEET

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WETLAND/STREAM IMPACT PLANS SCALE 1" = 250'
ARCO US HWY 42 BUSINESS 0 125 250 500
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C1 . 00 OVERALL
IMPACT MAP

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WETLAND/STREAM IMPACT PLANS SAR CALE 1" = 250'
US HWY 42 BUSINESS 0 125 250 500
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C2 . 00 OVERALL BUFFER
IMPACT MAP

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WETLAND/STREAM IMPACT PLANS SCALE 1" = 30'
ARCO US HWY 42 BUSINESS 0 15 30 60
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C3 . 00 IMPACT
AREA 1

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WETLAND/STREAM IMPACT PLANS SCALE 1" = 30'
ARCO US HWY 42 BUSINESS o 15 30 60
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C4 . 00 IMPACT
AREA 2

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\ 67%87$5
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WETLAND/STREAM IMPACT PLANS SCALE 1" = 30'
AR US HWY 42 BUSINESS o 15 30 60
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C5 . 00 IMPACT
AREA 3

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ARCO WETLAND/STREAM IMPACT PLANS � S�`E '�� = 3°'
US HWY 42 BUSINESS
o 15 so so
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C6 . 00 IMPACT
AREA 4

ARCO WETLAND/STREAM IMPACT PLANS SCALE °'
US HWY 42 BUSINESS
o �5 so so
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C7 . 00 IMPACT
AREA 5

3523*5$'(
(0%('3,3(0,1
1172675($0%('
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3$'$3521
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DATUM ELE
300.00
O N 00
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c0 N O 17
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10+00 10+50 11+00 11+50 12+00
TRIBUTARY 2 CROSSING
6&$/(+25,=217$/
9(57,&$/
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C8 . 00 TRIBUTARY
2 PROFILE

3523'5$'(
(1':$//
(0%('3,3(0,1
,172675($0%('
;;5,35$3
3$'$3521
3,3(0,1 +'3(#)7)7
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DATUM ELE
300.00
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O �;� O O O
10+00 10+50 11+00 11+50 12+00
TRIBUTARY I CROSSING
6&$/(+25,=217$/
9(57,&$/
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C9 . 00 TRIBUTARY
1 PROFILE

4'MIN. SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE FRONT VIEW
HARDWARE CLOTH BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
FILTER OF#57 CLOTH IN TRENCH
°
WASHED STONE 00�00 STEEL FENCE POST
oC� SET MAX Z APART
0 ( Or MIN. 18" INTO SOLID
O .WO�COoOo � GROUND
Q 3' FILTER FABRIC
-8(:�30 0 ON GROUND NOTES:
°�j Oo o°000 Oro
°�boo�oo °2bO 1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
0' '0 2. Stone outlets should be placed on low elevation areas of silt fence and
°off°�o'gO oCoo`�� o based on field conditions.
°�o°oO0bo�o O �o
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 WIRE FENCE BURY 6"OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Kee
AND HARDWARE CLOTH FILTER FABRIC IN TRENCH p
mesh free of debris to provide adequate flow.
SECTION VIEW 2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de-watering.
SILT FENCE OUTLET
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA Cl 0 . 00 DETAILS

Steel Post\
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence Wire Fence
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 Plastic or
inches above the ground. (Higher fences may impound volumes of Wire ties
water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the 18-24"
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 8° down & 4"
upslope side of the fence post. Wire or plastic zip ties should have a forward along the
minimum 50 pound tensile strength. 24" trench
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 V Filter Fabric
minimum of 24 inches.
Wire Fence
6. Extra strength filter fabric with 6 feet post spacing does not require �Filter Fabric
wire mesh support fence. Securely fasten the filter fabric directly to
posts. Wire or plastic zip ties should have a minimum of 50 pound Plastic or
tensile strength. Backfill trench
7. Excavate the trench approximately 4 inches wide and 8 inches deep Wire
along the proposed line of the posts and upslope from the barrier. and Compact
8. Place 12 inches of fabric along the bottom and side of the trench. Steel Post thoroughly
9. Backfill the trench with soil placed over the filter fabric and compact. —
Thorough compaction of the backfill is critical to silt fence _
performance. U pSlOpe
10. Do not attach filter fabric to existing trees.
-=-4� .
Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch 8" in,
rainfall. Make any required repairs immediately.
2. Should the fabric of a sediment fence collapse, tear, decompose, or 24"
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 CROSS SECTION VIEW
area has been properly stabilized.
SILT FENCE
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C 11 . 00 DETAILS

SEDIMENT FILTER BAG (4000.26)
PROVIDE POSITIVE DRAINAGE FROM
SEDIMENT FILTER BAG TO STREAM. STREAM DIVERSION PUMP
DISCHARGE HOSES
P
INTAKE HOSE
DISCHARGE ONTO DEWATERING PUMP
STABLE RIPRAP P
PAD TO PREVENT
SCOUR HOLE STREAMgANK
I
- - - - - , -, - - - / ' - - - FLOW, -
FLOW, - SEDIMENT HOSE INTAKE CLEAN WATER SUMP-HOLE FOR POOL
�- - - DAM _ , \ - DAM - (12" TO 18" DEEP, 2-FT DIAMETER)
r� WORK AREA LENGTH NOT TO EXCEED THAT
WHICH CAN BE COMPLETED IN ONE DAY
TEMPORARY PUMP AROUND SEQUENCE
1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
2. INSTALL UP-STREAM SANDBAG DAM OR OTHER APPROVED MATERIAL.
3. INSTALL DOWN-STREAM DAM.
4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
NOTES:
1. DAMS SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE
PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF
RIPRAP.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
DOWNSTREAM SANDBAG DAM WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
TEMPORARY PUMP AROUND
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C12 . 00 DETAILS

SEWN-IN CONNECTION
SLEEVE FOR PUMP A
DISCHARGE HOSE t1
14'-0" MINIMUM
2'-0" MIN. 2'-0" MIN.
2'-0" MINIMUM SEDIMENT FILTER BAG
SEDIMENT
FILTER BAG �C
8" MIN. q�J
EXISTING G
#57 STONE ROUND LINE. .
. .
FILTER FABRIC USE #57 STONE TO
10'-0" LEVEL BAG FROM
2'-0" MIN. ,������ MINIMUM NATURAL GROUND LINE
(TYPICAL)
SECTION A- A
OPTIONAL
LIFTING SEDIMENT FILTER BAG GENERAL NOTES:
STRAPS
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT
FILTER BAG WHEN PUMPING.
VARIES W/ GROUND
SLOPE (2'-0" MIN.) 2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE MINIMUM "FOOTPRINT" OF
THE BAG SHALL BE 10 x 15 FEET.
1:1 (TYPICAL) 3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN-IN SLEEVE OF
1 SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE.
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6
INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG
WILL NOT BE ACCEPTABLE.
A 4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE
OF COLLECTED SEDIMENTS.
PLAN VIEW 5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF
FULL OF SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
6. ADDITIONAL BAGS SHALL BE AVAILABLE ONSITE AT ALL TIMES DURING PUMPING
OPERATIONS.
SEDIMENT FILTER BAG WITH GRAVEL PAD
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA Cl 3 . 00 DETAILS

NON-INVASIVE PERMANENT SEEDING
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE NON-INVASIVE PERMANENT SEEDING
Species Rate RECOMMENDATIONS FOR LATE
Hard Fescue 15 Ibs/acre WINTER AND EARLY SPRING
Switchgrass 2.5-3.5 Ibs/acre* SEEDING MIXTURE
Indian Grass 5-7 Ibs/acre* Species Rate
NON-INVASIVE PERMANENT SEEDING Big Bluestem 5-7 Ibs/acre* Centipede 5 Ibs/acre
RECOMMENDATIONS FOR SUMMER Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre*
SEEDING MIXTURE Virginia Wild Rye 4-6 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre*
Species Rate *Depending upon mix with others species. See table
Indian Woodoats 1.5-2.5 Ibs/acre* p g p p *Depending upon mix with other species. See table
Virginia Wild Rye .5- Ibs/acre* 6.11.d from Chapter 6 of the NC Erosion and Sediment 6.11.d from Chapter 6 of the NC Erosion and Sediment
Control Planning and Design Manual. Control Planning and Design Manual.
*Depending upon mix with other species. SeedingDates
See table 6.11.d from Chapter 6 of the NC Seeding Dates
Erosion and Sediment Control Planning Coastal or Eastern Piedmont for Centipede- Sept. 1 -
Ero
Ero Design Manual. Mountains- Switchgrass, Indian Grass, Big Bluestem- May 1
and Dec 1 -April 15 Coastal and Piedmont for Indian Woodoats and Virginia
Seeding Dates Wild Rye- Feb 15 -April 1
Mountains - July 15-Aug 15 Bluestem- Dec 1 -April 1 Mountains for Indian Woodoats and Virginia Wild Rye-
Piedmont-Aug 15 - Oct 15 Coastal- Indian Woodoats and Virginia Wild Rye- March 1 - May 15
Sept 1 - Nov 1
Maintenance: Maintenance:
Indian Woodoats and Virginia Wild Rye Maintenance: o Significant maintenance may be required to obtain
are both sun and shade tolerant. Hard Fescue is not recommended for slopes > 5/o. desired cover once centipede is planted. Acceptable for
Prefers shade. sodding.
SEED BED PREPARATION:
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 1 �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.
PERMANENT SEEDING
WETLAND/STREAM IMPACT PLANS
ARCO US HWY 42 BUSINESS
CLAYTON, JOHNSTON COUNTY
DESIGN/BUILD NORTH CAROLINA C14 . 00 DETAILS

Compliance Certification Form
File Number: SAW-2023-02500 County: Johnston
Permittee: North Carolina Railroad Corp., Patricia Haver
Project Name: NCRR Industrial
Date Verification Issued: 5/6/2024
Project Manager: Matthew 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 Martin
Raleigh Field Office
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, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started: Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee Date