20240062 Ver 1_USACE Permit_20240212

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CESAW-RG-A
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
ASHEVILLE FIELD OFFICE
151 PATTON AVENUE ROOM 208
ASHEVILLE NORTH CAROLINA 28801
February 9, 2024
Fletcher Meadowview Partners, LLC
Attn: Amanda Williams
150 Cane Creek Road
High Point, NC 27261
Via Email: [e-mail]
Dear Ms. Williams:
This letter is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, Asheville Field Office on December 27, 2023, for a Department
of the Army Nationwide permit (NWP) verification. This project has been assigned the
file number SAW-2018-01751 and is known as Landing at Meadowview. This file
number should be referenced in all correspondence concerning this project.
This permit verification authorizes the following stream and wetland impacts
associated with the construction of roads for a residential subdivision:
Aquatic Resource
Permitted Activity
Permanent
Approved
Impacts
Temporary
Approved
Impacts
S1 (UT Cane Creek)
Culvert with pump
around
0.007 acres
0.0016 acres
S1 UT Cane Creek
Riprap dissipator pad
-
0.0045 acres
S2 (UT Cane Creek)
Culvert with pump
around
0.0062 acres
0.0014 acres
S2 (UT Cane Creek)
Riprap dissipator pad
-
0.0028 acres
W1 WL 5
Fill and riprap
0.015 acres
-
W2 WL 1
Fill and riprap
0.0656 acres
-
The project/review area is located off Mills Gap Road, at Latitude 35.432311 and
Longitude-82.492256; in Fletcher, Henderson County, North Carolina.
We have determined that the proposed work is authorized by NWP 18 pursuant to
authorities under Section 404 of the Clean Water Act (33 U.S.C. § 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.
This verification is valid until March 14, 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.
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.
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 Shannon Healy, Regulatory
Specialist of the Asheville Field Office at 828-271-7980 ext. 4233, by mail at the above
address, or by email at shannon. [e-mail]. mi1. Please take a moment to
complete our customer satisfaction survey located at
https://regulatory.ops.usace.army.miI/customer-service-survey/.
Sincerely,
Date:
2024.02.12
08:42:33-05'00'
Shannon Healy
Regulatory Specialist
Cc (via email):
Michael T. Brame, Pilot Environmental Inc.
Andrew Moore, NC Division of Water Resources
Andrea Leslie, NC Wildlife Resources Commission

Compliance Certification Form
Action ID Number: SAW-2018-01751 County: Henderson
Permittee: Fletcher Meadowview Partners, LLC, Attn: Amanda Williams
Project Name: Landing at Meadowview
Date Verification Issued: 2/9/2024
Project Manager: Shannon Healy
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: Shannon Healy
Asheville Field Office
151 Patton Avenue Room 208
Asheville, North Carolina 28801
or
shannon. [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

H /
i
b 8 DEWATERING PUMP
DISCHARGE HOSE
O
MPACT TEMP 28 LF IMPACT O
(TEMP) (9
LENGTH "J
/DOWNSTREAM TEMPORARY SAND BAG COFFER
DAM FOR WORK AREA DEWATERING. 5 LF IMPACT
/ (STREAM LENGTH)
PUMP DISCHARGE WITH SILT BAG.
\ PROVIDE PEA GRAVEL PAD
---JBENEATH SILT BAG.
S
SS
1 M PACT AREA: S 1
LAT 35.4356670
LONG-82.4903950
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b
FOR WORK AREA DEWATERING. 5 LF IMPACT
(STREAM LENGTH)
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DEWATERING PUMP, PROVIDE
\ DUPLICATE BACKUP PUMP ON SITE.
PUMP SHALL BE MANNED AND
MAINTAINED AT ALL TIMES DURING
WORK PERIOD,
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REVISIONS
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LEGEND:
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RIP -RAP
i
PERM. STREAM IMPACT
TEMP. STREAM IMPACT
I /
STREAM I M PACT
/ S1: ROAD PERM. 44 LF �8
S1: COFFER DAM TEMP. 10 LF
S1: RIP -RAP TEMP.28 LF
/ STREAM"AVERAGE WIDTH = 7'
/ S1 IMPACT (PERM. ROAD): 44 X 7 = 308 SF (0.007 AC) IICA
S1 IMPACT TEMP. RIP -RAP): 28 X 7 = 196 SF 0.005 AC �N R�
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SCALE: 1 "=30'
DATE: 10/26/23
PROJECT: 1501-17
DRAWN BY: TL
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RIP RAP IMPACT (TEMP) 20 LF IMPACT �O
STREAM LENGTH
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1 M PACT AREA: S2
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LONG-82.4924840
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DEWATERING PUMP, PROVIDE
DUPLICATE BACKUP PUMP ON SITE.
PUMP SHALL BE MANNED AND
MAINTAINED AT ALL TIMES DURING
WORK PERIOD. _
DOWNSTREAM TEMPORARY SAND BAG COFFER
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LEGEND:
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RIP -RAP
PERM. STREAM IMPAGT
®
TEMP. STREAM IMPAGT
STREAM IMPACT
S2: ROAD & GRADING PERM. 45 LF
S2: COFFER DAM TEMP. 10 LF
S2: RIP -RAP TEMP. 20 LF
STREAM AVERAGE WIDTH = 6'
S2 IMPACT: 45 X 6 = 270 SF (0.006 AC)
S2 IMPACT (TEMP. RIP -RAP): 20 X 6 = 120 SF (0.003 AC)
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DATE: 10/26/23
PROJECT: 1501-17
DRAWN BY: TL
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REMS ONS
2090
2085
2085
2080
TEMP. SA
GOFFER
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2075
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RIPRAP SHOULD NOT EXCEED THAT OF THE
IMPACT AREA: S'I
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DATE: 1 /17/24
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ABRIG
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OF THE

REVISIONS
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INSTALL THE PERMANENT GULVERT GROSSING:
The pipes are to be installed in the dry within a 2 to 3 day window
of storm events. Sediment fencing � Goffer dams shall be installed
above and below the work area. Gore will be taken to keep
clearing and excavation of the stream banks and bed to a minimum.
Upon completion of the pipe installation, fill, compact, and sterilize
the slopes properly. Remove any in stream sediment control
measures and Goffer dams.
IF NOT ABLE TO INSTALL GROSSING IN THE DRY:
Then they must be installed with the use of Goffer/Sand bag Dams.
The dams will be installed above and below the pipe installation.
Pumps will be used to install pipes in the dry and divert
stream through and away from the crossing installation. Silt fencing
will be used parallel to the crossing to prevent down stream
impacts. The installation of pipes will not proceed until the flow has
been diverted. The temporary coffer dams shall remain intact and
functioning until the all the stream work/stobilizotions has been
completed. Gheck and reinstall any silt fencing that needs to be
repaired on a regular basis during construction. Mat the slopes
above the top of bank with erosion control matting os soon as
permanent grade has been established if grass can not be
establ iced.
Any material that needs to be stockpiled near the stream banks will
be protect by silt fencing and shall remain no more than I week.
Sand bag dams will be removed within 2 days after the pipe
crossing has been stabilized.
GENERALSEQUENCE:
1. CONSTRUCT TEMPORARY COFFER DAMS.
2. PROVIDE ADEQUATE PUMP(S) TO DEWATER WORK
AREA. DO NOT REDUCE OR HALT STREAM BASE FLOW.
DISCHARGE PUMP EFFLUENT INTO SILT BAG. DISCHARGE
SILT BAG BEHIND SILT FENCE AT SILT FENCE OUTLET.
3. INSTALL THE PROPOSED STORM PIPE.
4. PROVIDE CONSOLIDATED AGGREGATE BACKFILL PER
THE TOWN OF FLETCHER STANDARDS. A LICENSED NC
GEOTECHNICAL ENGINEER AND THE TOWN OF
FLETCHER INSPECTIONS DEPARTMENT SHALL APPROVE
BACKFILL.
5. PROVIDE ANY REQUIRED SOIL BACKFILL IN SHORT,
WELL COMPACTED LIFTS. TEST FOR PROPER
COMPACTION, CONSULT GEOTECHNICAL ENGINEER.
6. SEED UPLAND AREAS AS SOON AS GRADING ALLOWS.
SEE EROSION CONTROL PLAN FOR SEEDING SCHEDULE
REQUIREMENTS.
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DATE: 6/23/23
PROJECT: 1501-17
DRAWN BY: TL
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LEGEND:
STORM PIPE
RIP -RAP
PERM. STREAM IMPACT
TEMP. STREAM IMPACT
TEMP. SILT FENCE
V ETLAND
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1 inch = 30 ft.
REMS ONS
SCALE: 1 "=30-
DATE: 10/26/23
PROJECT: 1501-17
DRAWN BY: TL
SHEET W7

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LEGEND:
STORM PIPE
RIP -RAP
PERM. STREAM IMPACT
TEMP. STREAM IMPACT
TEMP. SILT FENCE
V ETLAND
30 0 15 30
1
141.
1 inch = 30 ft.
REMS ONS
SCALE: 1 "=30'
DATE: 10/26/23
PROJECT: 1501-17
DRAWN BY: TL
SHEET WA ''

GRAPHIC SCALE REVISIONS
IN MT
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STREAM IMPACT
I ROAD & GRADING PERM. 45 L 0 C3
q:2 COFFER DAM TEMP. 10 LF — P
407 2� CO'RIP-RAP TEMP. 20 LF C5
AVERAGE WIDTH = 6' ?';
c� ty! S2 IMPACT: 45 X 6 = 270 SF (0.006 AC) LLJ
I '_/ \ � _ -I N111.1" 3 AC) S2 IMPACT (TEMP. RIP -RAP): 20X6 120 SF (0.00 f
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S1 IMPACT
(PERM. ROAD): 44 X 7 308 SF(0.007 AC) _j LLJ
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S1 IMPACT (TEMP. RIP -RAP): 28 X 7 = 196 SF Li (0.005 AC)
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150 GANE GREEK RD
7 OWNER/DEVELOPER:
SCALE: I" = 100'
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wo (&'Q­0 DATE: 1/1-7/24
ENGINEER: PROJECT: 1501-1-7
DRAWN BY: TrL
TH15 15 NOT A SURVEY. BA5EMAP HIMMIff—
INFORMATION PROVIDED BY OTHER5 W—U—BYRE
DATED July 1-7,2012 updated July 2q, 201,1 .0 (W.— S
—=.I— SHEET

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INFORMNTION PIRDADW BY 'G _ \ \~ %
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OWNERIDEVELOPER:
FIEICHERNEP➢OWNEW PPARERS, IlL
■�Nmr P.G.m I.. SCALE: V.601
HIGHPglR, NCTIISI
COMPLP. S+ARYSIEdLL m�5iB)— DATE: IA1124
° Know what's below. —NE:
4 Call before you dig. GRAPHIC SCALE r r w ENGINEER:
PROJECT: 1501-I1
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THIS 15 NOT A SU!ZvEf° BASSI W CP ENGINEFA NG89 REY NG, INC.
amTrxlxcsmHET DRAWN BY: T6L
��/��f�W m�wA�i, �/ HIGHPgNT, NCT/65
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DATED illy 17, 2012 updaked July 29, 2019 s •.h - 00 w
PHONE:MIB1—
Pnx:rysNlatzarao SHEET `

REVISIONS
3
1436
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THIS 15 NOT A SURVEY. BAEEMAP
n -~TION PRDVUW BY OTHERS
DATED .b4 IT, 2012 Wdded .64 24, 2014
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STREAM AVERAGE WIDTH = 7'
/S1 IMPACT (PERM. ROAD): 44 X 7 = 308 SF (0.007 AC)
//I51 IMPACT (TEMP. RIP -RAP): 28 X 7 = 196 SF (0.005 AC)
BUA TABLE:
EXISTING BUA TO REMAIN: 0.07 AC
PROPOSED BUA: 13.94 AC
TOTAL RESULTING BUA: 14.01 AC
ALL OF THE NECESSARY APPROVALS HAVE
BEEN / WILL BE OBTAINED FROM THE STATE
AND CORPS FOR ANY STREAM CROSSING /
WETLAND DISTURBANCE
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