20201260 Ver 1_USACE Permit_20201218

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00996 County: Guilford U.S.G.S. Quad: NC-McLeansville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: CFMO North Carolina National Guard
Attn: Rodney Newton, LTC
Address: 1636 Gold Star Drive, Suite 2600 (CFMO)
Raleigh, NC 27607
Size (acres) —111.9 Nearest Town McLeansville
Nearest Waterway UT to North Buffalo Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.113862,-79.697863
Location description: The proiect area is located on the south side of Camp Burton Road and on the east side of I-840, at 4250
Camp Burton Road, in McLeansville, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 199 linear feet
of stream channel (136 linear feet 10.059 acre] considered a loss of waters) and 0.076 acre of riparian non-riverine wetlands.
necessary to construct access and infrastructure for the North Carolina National Guard McLeansville Regional Readiness
Center. This proiect will also result in the indirect reduction of wetland function via partial loss of hvdrologv to an additional
0.381 acre of riparian non-riverine wetlands.
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 enclosed
Conditions, your application signed and dated 11/12/2020 and additional information received via email on 12/7/2020, and the
enclosed plans "Environmental Impacts North Carolina National Guard McLeansville Regional Readiness Center", Sheet Nos.
C0.0, C0.1, C1.0, C1.1, C1.2, C1.3, C2.0, C2.1, and C2.2 dated 12/1/2020. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide 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.Bailey2(a,usace.army.mil.
Date: 2020.12.18 11:59:03
Corps Regulatory Official
-05'00'
Date: 12/18/2020
Expiration Date of Verification: 03/18/2022

SAW-2019-00996
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. Please note that future impacts and/or phases of the NC National Guard McLeansville Regional
Readiness Center and related activities associated with Corps Action IDs: SAW-2019-00996 may
be considered part of a single and complete project; these impacts may be considered cumulative
with impacts permitted during earlier phases with respect to compensatory mitigation and
Nationwide Permit thresholds. Current cumulative impacts to aquatic resources considered a
permanent loss of waters for this single and complete project include 136 linear feet of perennial
stream and 0.135 acre of total waters.
Date: 2020.12.18
Corps Regulatory Official: 11:58:46-05'00' Date: 12/18/2020
-
Expiration Date of Verification: 03/18/2022
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:Hcolpsmapu.usace.g.M.mil/cm apex/f?p=136:4:0.
Copy furnished:
Lauren Norris -Heflin, Timmons Group, 5410 Trinity Road, Suite 102, Raleigh, NC 27607
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

Compensatory Mitigation Responsibility Transfer Form
Permittee: CFMO North Carolina National Guard (Attn: Rodney Newton, LTC) Action ID: SAW-2019-00996
Project Name: NC National Guard McLeansville Regional Readiness Center / Camp Burton Road County: Guilford
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 to the U.S. Army Corps of Engineers (USACE) 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 must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not 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 bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington 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: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.457
*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 Non-Riverine
Non -Riparian
Coastal
0.533
Mitigation Site Debited: RES - Cape Fear 02 Umbrella Mitigation Bank - Cloud & Banner Site
(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 USACE, 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

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE 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 USACE 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. 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 the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE 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 USACE
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 USACE, the Sponsor must obtain case -by -case approval from the USACE 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 USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
• A letter from RES, confirming they are willing and able to accept the applicant's compensatory mitigation
responsibility, dated 11/11/2020 was included with the preconstruction notification.
• The wetland credits required correspond to 0.076 acre of direct impacts at 2:1 and 0.381 acre of indirect reduction
of wetland function at 1:1.
This form is not valid unless signed below by the USACE 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 USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC 27587 (email: todd. tugwell@usace. army. mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
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: [e-mail]
Date: 2020.12.18
11:58:31-05'00'
USACE Project Manager Signature
12/18/2020
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.miI

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WETLAN D AN D STREAM
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LETTER
IMPACT SPECIFICATION
WETLAND
IMPACT
STREAM IMPACT
ZONE 11MPACT
ZONE 21MPACT
PERMANENT
BASIN, b(l) NON-
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570
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0 0.000
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0 0.000
0 0.000
6849 0,157
0 0,000
8475 0.195
1633 0,037
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0 0.000
0 0.000
0 0.000
12283 0,282
0 0,000
0 0.000
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136
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2595
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0
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0.000
0.000
0.000
0.000
0.000
0.000
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0
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0
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1287.8
0
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0
0
0
0
0
0
0.030
0.000
0.000
0.000
0,000
0.000
0.000
0,000
0.000
15166
0
0
0
0
0
0
0
0
0.348
0.000
0.000
0.000
0.000
0,000
0.000
0.000
0,000
11285
684
0
0
0
0
0
0
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0.2S9
0.016
0.000
0.000
0.000
0.000
0,000
0.000
0,000
GRADING
GRADING
GRADING
GRADING
GRADING
GRADING
GRADING
GRADING
TOTAL
3318
0,076
16957 0,389
16582 0,381
136
2595
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15166
0,348
11969
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700
695
KEYED IN CLASS
I RIP RAP, 18"
THICK J
690
INV. IN = 688.87
687
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UPSTREAM CULVERT
SCALE: 1' = 60"
700
695
690
687
.L9
715
695
KEYED IN RIP
RAP, 18" THICK
690 1
INV. OUT = 687.83
685 I�
DOWNSTREAM CULVERT
SCALE: 1' = 60"
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CONSTRUCTION SEQUENCE CONSTRUCTION SEQUENCE
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STEP 1 STEP 2
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1. PRIOR TO CLEARING TREES, GRUBBING, OR DISTURBING THE 1. APPROACH STREAM FROM CAMP BURTON ROAD AND
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SITE, ENTER THE SITE USING THE CAMP BURTON ROAD REPLACE CULVERT BEDDING SOILS WITH STRUCTURAL FILL
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CONSTRUCTION ENTRANCE, CLEAR A 15' WIDE STRIP OF TREES AND COMPACT SOIL TO 95%. COORDINATE WITH OWNER'S
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AND INSTALL DOUBLE ROW OF SILT FENCE AND A REINFORCED GEOTECHNICAL TESTING AGENCY.
SILT FENCE OUTLET ALONG THE TOP OF WESTERN AND
EASTERN STREAM BANKS AS SHOWN. 2. INSTALL CULVERT IN THE DRY. (DURING INSTALLATION OF
= = a
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THE CULVERT, EXPOSED AREAS NOT BEING WORKED
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2. CONTACT THE CIVIL ENGINEER FOR AN INSPECTION OF THE SHOULD BE STABILIZED.)
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INSTALLED SILT FENCE AND WHEN APPROVED.
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3. FILL OVER PIPE TO ELEVATION 715 AND KEY RIPRAP (SEE
3. STABILIZE DISTURBED GROUND WITH TEMPORARY SEEDING SHEET C2.1) PADS INTO STREAM BED, MATCH EXISTING
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AND TEMPORARY SLOPE LININGS DAILY. GRADES. KEEP STREAM FLOWING THROUGH PUMP.
4. INSTALL THE COFFER DAM AND PUMP WATER AROUND THE 4. DO NOT DISTURB BEYOND 5LF OF THE RIPRAP PADS
WORK AREA AS SHOWN ON PLANS. (STREAM BED IMPACTS SHALL ONLY BE WITHIN THE LIMITS
AUTHORIZED BY THE NATIONWIDE PERMIT).
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5. SURVEY THE EXISTING NORMAL STREAMBED ELEVATIONS
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AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE
PERMANENT CULVERT PIPE. RECORD THESE ELEVATIONS
FOR FUTURE REFERENCE.
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7. INSTALL ROAD AND REMAINING INFRASTRUCTURE.
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8. INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
DATE
REQUIRED DURING CONSTRUCTION.
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12-1-2020
9. STABILIZE DISTURBED GROUND WITH TEMPORARY SEEDING
DRAWN BY
AND TEMPORARY SLOPE LININGS DAILY.
MMG
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SCALE
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SEQUENCE AS NOTED ON CONTRACT ORAWLNGS
DISCHARGE WITH STABLE OUTLET
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(NOTE 3) OR ON BEDROCK ACTIVE250'ORK ONE SUMP HOLE
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SANDBAGS. CLASS 1 RIP RAP
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11 RK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY.
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DATE
MATERIAL
2. ROCK SILT SCREENS REQUIRED FOR PUMP AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO
PUMPING.
12-1-2020
3, STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL FOR ENERGY DISSIPATION AND 45'
'
ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT THE WATER DISCHARGES VERTICALLY
DRAWN
BY
SYNTHETIC FILTER FABRIC
UP IN THE AIR. THE OUTLET WILL BE APPROVED BY THE DESIGNER PRIOR TO PUMPING.
MMG
COFFER DAM N.T.S.
TYPICAL PUMP AROUND N.T.S.
•
DESIGNED
BY
MMG
8'
••
CHECKED BY
'NOTES:
FS
1. NATIVE MATERIAL BETWEEN SILLS/BAFFLES IN THE CULVERT
•
SCALE
SHALL PROVIDE A CONTINUOUS LOW FLOW CHANNEL. NATIVE
2.55.5' MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM
THE STREAM BED AT THE PROJECT SITE DURING
CONSTRUCTION. NATIVE MATERIAL IS SUBJECT TO APPROVAL
•
BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT
CONDITIONS.
1' 2. SILLS/BAFFLES ARE TO 1.0 FT. WIDE, CAST SEPARATELY AND
SILT BAG
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ATTACHED BY DOWELS.
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3. TOP LOW FLOW SILLS/BAFFLES SHOULD MATCH STREAM BED
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ELEVATION IN LOW FLOW CHANNEL OF STREAM. (THALWEG)
PUMP HOSE
4. DO NOT SET ELEVATION OF HIGH SILL/BAFFLES ABOVE BANK
DIRECTION of FILTERED
WATER FLOW
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FULL.
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1.0'
5. NUMBER OF SILL/BAFFLES DETERMINED BY THE ENGINEER.
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CONSTRUCTION NOTE.' MAINTENANCE NOTE.,
1. SPECIAL STILLING BASIN LOCATION TO BE 1. THE SILT BAG SHOULD BE REPLACED AND
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APPROVED BY THE ENGINEER PRIOR TO DISPOSED OF WHEN IT IS 757 FULL OR WHEN
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INSTALLATION. IT IS IMPRACTICABLE TO MOVE OR OTHERWISE
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2. PROVIDE STABILIZED OUTLET TO DRAIN NOT FILTERING WATER AT A REASONABLE
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FLOW RATE.
TOWARDS STREAM.
3. THE SILT BAG SHOULD BE REMOVED TO AN
U
— — — — SILL _
BAFFLE
UPLAND AREA AND DISPOSED OF WITH OTHER
WASTE MATERIAL IN AREA PROTECTED BY
SEDIMENT AND EROSION CONTROL MEASURES.
FLOOD PLAIN BENCH
THE CONTENTS OF THE SILT BAG SHOULD BE
NUMBER OF BAFFLES = 8
DISPOSED OF IN THIS AREA AND THE BAG
ITSELF TAKEN OFF -SITE FOR DISPOSAL.
WITH HIGH FLOW BAFFLES ALTERNATING
ON 19 FT CENTERS FROM DOWNSTREAM
JOB NO.
FLOOD PLAIN BENCH END OF CULVERT.
SPECIAL STILLING BASIN N.T.S.
46332
SINGLE BARREL CULVERT LOW FLOW CHANNEL AND SILLS N.T.S.
SHEET NO.
C2.1

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PLUNGE POOL PLAN
HORIZ. SCALE: 1 "=10'
700
BAFFLES (SEE DETAIL
695
SHEET C2.1)
CULVERT BURIED 1'
BELOW STREAMBED
\v'^�
FLOW LINE OUT =
688.80
690
— — *---
TIE TO EXISTING
STREAMBED
..
I
ELEV. = 688.62
BOULDERS KEYED
INV. OUT =
IN FOR STREAMBED
687.80 —
STABILIZATION.
TOP ELEV. = 688.62
PLUNGE POOL WITH
685
CLASS II RIPRAP 24" DEEP
BOTTOM OF PLUNGE POOL
(TOP OF RIPRAP) = 684.06
I
682
1+00
1+50
2+00
2+44.64
PLUNGE POOL PROFILE
HORIZ. SCALE: 1 "=30'
VERT. SCALE: 1 "=3'
PLUNGE POOL SPECIFICATIONS
CULVERT
100-YEAR
CULVERT
OUTLET
CULVERT
SCOUR
BASIN
POOL
BURIAL
OUTLET
TAILWATER
LENGTH
D50
HEIGHT
DEPTH
DEPRESSION
DEPTH
WIDTH
RIPRAP
NO.
DEPTH
VELOCITY
(FT)
(FT)
(FPS)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
1
10
1
11.1
9
6.27
1
3.74
37.4
35.4
CLASS II
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DATE
oy 12-1-2020
DRAWN BY
MMG
• DESIGNED BY
• MMG
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FS
• • SCALE
•
•
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4632
SHEET N0. a E
C2.2 F� a

Action ID Number: SAW-2019-00996 County: Guilford
Permittee: CFMO North Carolina National Guard (Attn: Rodney Newton, LTC)
Project Name: NC National Guard McLeansville Regional Readiness Center / Camp Burton Road
Date Verification Issued: 12/18/2020
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

Determination of Jurisdiction:
A. ❑ There are _ 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.
B. ❑ 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). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are _ within the above described project area that are subject to the permit requirements of Section 404 of the Clean
Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
D. ®The jurisdictional areas within the above described project area have been identified under a previous action. Please
reference jurisdictional determination issued 1/21/2020. Action ID: SAW-2019-00996.
Basis for Determination: See the Approved and Preliminary jurisdictional determination forms dated 1/21/2020.
Remarks: See also the Approved JD issued for Wetlands T and Y, included concurrently with the NWP
39 verification dated 12/18/2020.
Corps Regulatory Official:
Date: 2020.12.18 11:57:29
-05'00'
David E. Bailey
Date of JD: 1/21/2020 Expiration Date of Approved JD: 1/20/2025
Expiration Date of Preliminary JD: Not Applicable