HomeMy WebLinkAbout20200504 Ver 2_USACE Permit_20220302Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <George.L.Phillips@usace.army.mil>
Sent: Wednesday, March 2, 2022 7:44 AM
To: mark.tipton@whistlerinvestmentgroup.com; Kevin Martin
Cc: Cohn, Colleen M
Subject: [External] The Pointe at Town Center / Raleigh / Wake County / SAW-2020-00674 /
NWP 29 Verification
Attachments: SAW-2020-00674 - NWP 29 Verification.pdf; NWP29.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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Mr. Tipton and Mr. Martin,
Please see the attached nationwide permit verification for the above referenced project. A hard copy will not be mailed.
Please note that the work is authorized by the above referenced permit provided it is accomplished in strict accordance
with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the submitted
plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: (919) 554-4884, Ext. 25.
Fax: (919) 562-0421
Email: George.L.Phillips@usace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
i
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00674 County: Wake U.S.G.S. Quad: NC -Raleigh East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Triangle Town Center Holding, LLC.
Mark Tipton
Address: 2013 Rolling Rock Road
Wake Forest, NC 27587
Size (acres) —29 acres Nearest Town Raleigh
Nearest Waterway UT to Perry Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.860911
Longitude:-78.573579
Location description: The proiect site is on the south side of Sumner Blvd. between Triangle Oaks Drive and Oak Forest Drive,
located at 3900 Sumner Blvd. in Raleigh, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.021 acres
of wetlands, the permanent discharge of fill material within resulting in loss of 220 linear feet (0.017 acre) of stream channel,
the permanent discharge of fill material resulting in no loss within 20 linear feet of stream channel and temporary discharge of
material within 50 linear feet of stream channel for road construction.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential 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 11/17/2021, and the enclosed plans The Pointe at Town Center. 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 919-807-6300) 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 Morehead City, NC, at (252) 808-2808.
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 George Lyle Phillips III at (919) 554-4884 X25 or George.L.Phillips(a,usace.army.mil.
Corps Regulatory Official: � _J J MX#'k /it Date: 3/2/2022
Expiration Date of Verification: 3/14/2026
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/Pp=13 6:4:0
Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609
Action ID Number: SAW-2020-00674 County: Wake
Permittee: Triangle Town Center Holding, LLC., Mark Tipton
Project Name: The Pointe at Town Center
Date Verification Issued: 3/2/2022
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
George.L.Phillips@usace.army.mil
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
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Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: (919) 828-4428
Fax: (919) 828-4711
E-mail: info@jaeco.com
www.jaeco.com
FOR REVIEW PURPOSES ES s_
THE POINTE AT
TOWN CENTER
3900 SUMNER BLVD.
RALEIGH, NC 27616
CAROLINA PROJECT
EQgJITIES, ]LLC
Call Z;. before you dig.
LEGEND
❑ UNDERGROUND DETENTION CHAMBER
SEDIMENT CHAMBER
SAND FILTER CHAMBER
OVERALL IMPACT MAP
Revisions
Number
Description
Date
3
PER CONSULTANT COMMENTS
04/11/20
4
PER CONSULTANT COMMENTS
04/14/20
5
PER CORPS COMMENTS
05/24/21
6
PER CORPS COMMENTS
08/18/21
7
PER CORPS COMMENTS
09/29/21
BROUGHTON & BAILEY N/F N/F DUKE ENERGY
/ JAECO #: 522-05
PROPERTIES II
PIN: 1726.07-58-1335
DB 15085, PG 227
BM 1987, PG 694
ZONE: IX-3—PK
USE: VACANT
TDC BLUE III LLC
PIN: 1726.07-57-3863
DB 15764, PG 2527
BM 1982, PG 798
ZONE: IX-3
USE: FLEX WAREHOUSE
WAKE COUNTY BOARD OF EDUCATION
PIN: 1726.11-57-8127
DB 13625, PG 1724
BM 2007, PG 1284
ZONE: R-10
USE: SCHOOL
PROGRESS INC
PIN: 1726.07-77-0967 DRAWING SCALE: 1" = 60'
DB 15289, PG 2437
BM 2017, PG 1035 DRAWN BY: TT
60 30 15 0 60 ZONE: R-1 CHECKED BY: JRC
USE: STATE ASSESSED
1" - 60' DATE ISSUED: 02/25/2020
310
300
290
280
270
310
ROAD SECTION
300
ryi
PROP GR
DE @SEC
ION LINE
290
PROP HEADWALL
PROP HEAD
ALL
INV = 278.65±
130LF 5'x6' BO
CULVERT @
%
(MATCH EX)
280
el
EX GRADE
INV = 280.25±
@ SECTION LINE
(MATCH EX)
BURY INVERT 12"
CLASS 1 R PRAP W/
GEOTEXTI E LINER
270
10+00 11+00 12+00
IMPACT #1 SECTION A -A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
30 15 7.5 0 30
1"=30'
310
300
290
280
270
30 15 7.5 0 30
1"=30'
•
•
•
•
•
IMPACT #1
NRB - ZONE 1
NRB - ZONE 2
CHANNEL -PERMANENT
CULVERT
RIPRAP
CHANNEL -TEMPORARY
WETLAND - PERMANENT
WETLAND - TEMPORARY
STREAM - PERMANENT
CULVERT
RIPRAP
STREAM -TEMPORARY
50' NEUSE RIPA N
BUFFER MEASURED FRO
TOP OF BANK EITHER SID
(USACE FIELD VERIFIED
180807)
9,550 SF
6,350 SF
425 SF
75 SF
25 SF
900 SF
0 SF
145 LF
20 LF
20 LF
guft wows
MIND MIND
♦`
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: (919) 828-4428
Fax: (919) 828-4711
E-mail: info@jaeco.com
www.jaeco.com
290-
30
15 7.5 0
1"=30'
IMPACT #1
30
IMPACT #1
THE POINTE AT TOWN
CENTER
SCALE:
1"=30'
DRAWN BY: TT
CHECKED BY: JRC
DATE ISSUED:08/18/2021
This certifies that wetland
delineation shown hereon is g�
based on field survey by John A.la
Edwards and Company of
wetland flags placed by Soil &
Environmental Consultants, PA.
111p^lllllllll//11
411llllllllll
— PROP
COFFERDAM
WITH DIVERSION
AND PUMP
AROUND
/
NEUSE/RIPARIA
/ BUFFER NK EIJRE�OM
TOPOF�ANK EITHE SIDE �
(USACE FIELD RIFTED
18080.p.
EXISTING
CONVEYANCE
LEGEND
LIMITS OF EX.
WETLAND (AS
FLAGGED BY S&EC)
WETLAND
IMPACT LIMITS
NEUSE RIVER
BUFFER - ZONE 1
IMPACT LIMITS
-III-I I
NEUSE RIVER
BUFFER - ZONE 2
IMPACT LIMITS
CHANNEL
IMPACT LIMITS
TEMP STREAM
IMPACTS
PERM STREAM
IMPACTS
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
MEASURED FROM TOP OF
BANK EITHER SIDE
290
290
280
280
270
270
260
260
10+00
11+00 11+40
IMPACT T #2 SECTION A —A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
SCALE: AS SHOWN
JAECO
Consulting Engineers and Land Surveyors
IMPACT #2 -SECTION A -A
NC License F-0289
DRAWN BY: TT
Q333 Wade Ave., Raleigh, N.C. 27605
30 15 7.5 0 30
Fax: 991 ) 828-44
PFax:(19)828-4711
CHECKED BY: JRC
THE POINTE AT TOWN
E-mail: info@jaeco.com
www.jaeco.com
CENTER DATE ISSUED:08/18/2021 1" = 30'
ROAD
SECTION
�
PROP GRADE
@ SECTION LINE
PROP HEADWALL
LESS PRCH
85 LF BOITOMDGECOft' OR
ICONTEC VET �TERNATEI
APpFtO
PROP HEADWALL
EX GRADE @SECTION LINE
Y
' • '
FOUNDATION
BY
OTHERS
290
280
270
260
PROP GRADE @ ROAD CL
� -\�
999
NOW
290
85 LF BOTTOMLESS ARCH
(CONTECH "BRIDGECOR" OR
APPROVED ALTERNATE)
280
EX GRADE @ ROAD CL
270
FOUNDATION
BY
OTHERS
260
10+00
11+00 11+80
IMPACT #2 SECTION B-B
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
30 15 7.5 0 30
1"=30'
f
I
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\
1
IMPACT #2
NRB - ZONE 1
7,400 SF
NRB - ZONE 2
5,400 SF
CHANNEL -PERMANENT
CULVERT
350 SF
RIPRAP
0 SF
CHANNEL -TEMPORARY
600 SF
WETLAND - PERMANENT
0 SF
WETLAND - TEMPORARY
0SF
STREAM -PERMANENT
CULVERT
75 LF
RIPRAP
0 LF
STREAM - TEMPORARY
30 LF
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
Q333
Wade Ave., Raleigh, N.C. 27605
Phone: (919)828.4428
Fax: (919) 828-4711
E-mail: info@jaeco.com
www.jaeco.com
50' NEUSE RIPARIAN— j
\ BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE I
/ ) J (USACE FIELD VERIFIED
180807)
SANITARYPROP SEW R EASEMENT
I
STREAM 2
� I � S �I
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I �
i I
1
50' NEUJE RIPARIAN BUFFER MEAURED FROM��TOP OF BANKITHER SIDE I
(USACE FIELD VERIFIED
180807) A
30 15 7.5 0 30
1"=30'
SCALE: 1" = 30' This certifies that wetland
M PACT #2 DRAWN BY: TT delineation shown hereon is
based on field survey by John A.
THE POINTE AT TOWN CHECKED BY: JRC Edwards and Company of
wetland flags placed by Soil &
CENTER DATE ISSUED:09/29/2021 Environmental Consultants, PA.
I
I I
W I
t—
/
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1LE I
I N I
/ I �
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w �
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I
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LIMITS OF EX. NEUSE RIVER
WETLAND (AS BUFFER - ZONE 2
FLAGGED BY S&EC) IMPACT LIMITS
WETLAND CHANNEL
IMPACT LIMITS = IMPACT LIMITS
NEUSE RIVER - - - - - - TEMP STREAM
BUFFER - ZONE 1 IMPACTS
IMPACT LIMITS PERM STREAM
IMPACTS
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
_-------_
MEASURED FROM TOP OF
BANK EITHER SIDE
290 290
280 280
270 270
260 260
10+00 11+00 12+00
IMPACT #3 SECTION A -A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
JAECO SCALE: AS SHOWN
Consulting Engineers and Land Surveyors IMPACT #3 -SECTION A -A
NC License F-0289 DRAWN BY: TT
Q333 Wade Ave., Raleigh, N.C. 27605 30 15 7.5 0 30
PFax:(19)828-4711 THE POINTE AT TOWN
Fax: 991 ) 828-44 CHECKED BY: JRC
E-mail: info@jaeco.com
www.jaeco.com CENTER DATE ISSUED:08/18/2021 1" = 30'
50' NEUSE RIPARIAN BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE
I (USAGE FIELD VERIFIED 180807)
I I
I I
I
I
I I
I I
I
I I
I I
PROP GRADE
4.0' I
PROP PIERS 45' O.C. MAX
I (FINAL FOUNDATION DESIGN BY OTHERS)
I
N
\ \
50' NEUSE RIPARIAN
BUFFER MEASURED FROM
TOP OF BANK EITHER SIDE
/
STREAM 2
(USACE FIELD VERIFIED
180807)
/
J
ZORB
NE2'
''
ss - SS / 1
I
IMPACT #3
NRB - ZONE 1
1,250 SF
NRB - ZONE 2
950 SF
CHANNEL
OSF
WETLAND - PERMANENT
0 SF
WETLAND - TEMPORARY
0 SF
STREAM - PERMANENT
0 LF
STREAM - TEMPORARY
0 LF
JAECO
Consulting Engineers and Land Surveyors
NC License F-0289
333 Wade Ave., Raleigh, N.C. 27605
Phone: (919)828.4428
Fax: (919) 828-4711
E-mail: info@jaeco.com
www.jaeco.com
\1
/
SS
III 1 /♦ / // / / �`'r SS SS
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30' NRB
ZONE
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1 I N I —
PROP SANITARY
SEWER EASEMENT
<<I_` Alp�
IMPACT #3
30 15 7.5 0 30
1"=30'
M PACT #3
THE POINTE AT TOWN
CENTER
SCALE: 1" = 30'
DRAWN BY: TT
(CHECKED BY: JRC
DATE ISSUED:08/18/2021
This certifies that wetland
delineation shown hereon is
based on field survey by John A.
Edwards and Company of
wetland flags placed by Soil &
Environmental Consultants, PA.
U)
I
I /
I
50' NEUSE IPARIAN
BUFFER ME SURED FROM
TOP OF BANK EITHER SIDE
I FIELD VERIFIED
18080E
I
/ FL FW
I sS 1======4:�s
LEGEND
\ I
LIMITS OF EX. NEUSE RIVER
WETLAND (AS BUFFER - ZONE 2
FLAGGED BY S&EC) IMPACT LIMITS
WETLAND CHANNEL
IMPACT LIMITS = IMPACT LIMITS
NEUSE RIVER ------ TEMP STREAM
BUFFER - ZONE 1 IMPACTS
IMPACT LIMITS PERM STREAM
IMPACTS
TOP OF BANK
(AS FLAGGED BY S&EC)
NEUSE RIPARIAN BUFFER -
- — — — — — — — MEASURED FROM TOP OF
BANK EITHER SIDE