20180582 Ver 2_USACE Correspondence_20210702

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
July 2, 2021
Regulatory Division
Action ID No.: SAW-2016-00032
Mr. Turner Inscoe
Manager
NC Real Estate Ventures, LLC
Post Office Box 300849
Austin, Texas 78703
Dear Mr. Inscoe:
NC Department of
Environmental Quality
Received
JUL 0 9 2021
Winston-Salem
Regional Office
On January 14, 2021, the Department of the Army issued a permit to NC Real
Estate Ventures for the Cashiers Lake dredge and development project in the Cashiers
community located in Jackson County, North Carolina. A written request for a permit
modification was received on May 28, 2021.
This request altered the location of the authorized impacts to open waters for the
shoreline bulkheads based on the submitted Stream and Wetland Impact Map, Figure
3.0A. The request does not propose additional impacts to jurisdictional waters of the
United States (WoUS).
The permit is hereby modified to include the new impact map and plan sheet as
noted above. All conditions of the original permit remain applicable and the expiration
date is unchanged.
FOR THE COMMANDER
Sat0--
M. Scott Jones, PWS
Chief
Asheville/Charlotte Regulatory Field Offices
Enclosures

-2-
cc (with enclosures):
Mr. Byron Hamstead
U.S. Fish and Wildlife Service
160 Zillicoa Street, Suite B
Asheville, North Carolina 28801
Mr. Todd Bowers
Wetlands Protection Section — Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jeffrey Poupart
NC Department of Environmental Quality
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1671
Ms. Sue Homewood
NC Department of Environmental Quality
Division of Water Resources
450 West Hanes Mill Road, Suite 300
Winston Salem, North Carolina 27105
Ms. Andrea Leslie
NC Wildlife Resources Commission
645 Fish Hatchery Road
Marion, North Carolina 28752
Mr. Clement Riddle
ClearWater Environmental Consultants, Inc.
32 Clayton Street
Asheville, North Carolina 28801

IMPACT#13
PROP. LAYOOWN YAR & MAINTENANCE
ACCESS WET ND FILL - 0.36 AC
IMPACT 614
PROP. FOREBAY CONSTRUCTION
WETLAND FILL -0.21 AC
IMPACT 615
PROP. TEMP. (2) 48' CMP CULVERTS
WETLAND IMPACT: 30 LF
PROP_ BUL
WETLAND FILL -
IMPACT 610
PROP. WETLAND DREDGE (1951-1996) - 5 07 AC
IMPACT #9
PROP. WETLAND
FILL - 0.03 AC
EX. OUT PARCEL
IMPACT #5
PROP BULKHEAD&
OPEN WATER FILL - 1.39 A
PROP. BRIDGE
(NO IMPACT)
EX. FOOT BRIDGE
PROP. BRIDGE
(NO IMPACT)
c
I
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ittill#011
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SEWER
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AUTHORITY
LEGEND
EXFSTING HOUSE
PROPOSED SITE PLAN
PROPOSED WETLAND FILL WITH BULKHEAD)
PROPOSED BULKHEAD B FILL
DDT PARCEL
RIM WETLANDS AVOIDED
STREAM
PROPOSED WETLAND DREDGING - 1989 WETLAND
PROJECT BOUNDARY
I 1
-•••• 30 ORW BUFFER
4ShiFRs
kFRO
PROP. MATERIAL FILL AREA
FUTURE DEVELOPMENT
PROJECTOATA
TOTAL PROJECT AREA
UR4SOICOONAL WATER OF THE U5
STREAMS
WETLANDS
OPEN WATERS
I URJ50ICJIONAL IMPACTS
TOTAL PERMANENT STREAM IMPACTS
WFDANOSCFILII
WEIIAND(DREDGE)
TOTAL WEUVID IMPACTS
OPEN WATER (NW
OPEN WATER (DISTURBANCE)
TOTAL OPEN WATER IMPACTS
AVOIDANCE/ MI N I M ZATI ON
STREAMS
WETLANDS
OPEN WATERS
MITIGATIONS
STREAMS
WETLANDS (PAYMENT TO UMW
LILKHEAD DISTANCE
IMPACT 412
PROP_ WETLAND D1 EDGING
(1996•PRE5EN1) - 1 5 AC
69AC
• S.332 LF
12.31AC
16.9E AC
0 LF
0.91 AC
6.22AC
017AC
- 1.39AC
3.34AC
-4.73AC
-5,717 LF
^S,18AC
14.26AC
N/A
L0.07 AC
2,31BLF
IMPACT #1
PROP. DLSTURBANCE
OPEN WATER- 3.34AC
IMPACT #2
REMOVED
- IMPACT #3
PROP. BULKHEAD &
WETLAND FILL - 0.10 AC
SCALE: 1'=250'
0 125 250'
CASHIERS LAKE DEVELOPMENT • JACKSON COUNTY • STREAM & WETLAND IMPACT MAP FIG. 3.OA
IPN6116089 1 04.21.2021
4R9`l@H9'.3BAM JCURLEY C' 18V11E308S_CASHIERS LAKE MASTER PLAN A PERMTRING'C'AMExhIBNSAMPACT MAP MU1G0TKJN 0POATEUSHORE LINE 3Dora

NOTE: CONTRACTOR TO VERIFY EXISTING
CONDITIONS. TOPOGRAPHY. AI.OSTREAu
PROFILES BEFORE CONSTRUCTION AMINE,
TEMP. DIVERSION DITCH TABLE
NUMBER
TYPE
BOTTOM
WIDTH (F)
MIN. DEPTH
(FT)
1
TRAPEZOIDAL
6
3.76
2
TRAPEZOIDAL
6
3.76
3
TRIANGULAR
N/A
1.04
4
TRIANGULAR
N/A
1.04
5
TRIANGULAR
N/A
1.31
6
TRIANGULAR
N/A
0.74
7
TRIANGULAR
NIA
0.59
NOTE ALL DITCHES SHALL SE DESIGNED AT A LONG TUDINAL SLOPE OF
1.C%. CHANNEL SLOPE OF 3.5:1. AND LINED OATH 0 DIAMETER RIPRAP (450).
TYPICAL BULKHEAD
SEQUENCE OF
CONSTRUCTION:
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TEMPORARY STREAM CROSSING
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EMBANKMENT MATTING DETAIL
CASHIERS LAKE
DREDGING PLAN
JACKSON COUNT, NC
OTOIOSO
REVISION! SSVANVE
ECITIS no ROW
NOT TO OLT. Le,
EAOSAN CONTROL DETAILS
C3-04