SAW-2022-01734_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
April 29, 2024
Regulatory Division
SAW-2022-01734
Sent Via email: [e-mail]
Ric Rojas
DRB Group North Carolina, LLC
3000 RDU Center Dr
Suite 202
Morrisville, North Carolina 27560
Dear Mr. Rojas:
This letter is in response to the Pre-Construction Notification (PCN) you submitted to
the Wilmington District, Raleigh Field Office on February 13, 2024, for a Department of
the Army Nationwide permit (NWP) verification. This project has been assigned the file
number SAW-2022-01734 and is known as Weldon Subdivision. 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 activities in waters of the United States include the permanent discharge of fill
material into 0.044 acre of wetland waters, the permanent discharge of fill material
into 170 linear feet of stream waters (0.019 ac) considered a loss and permanent
discharge of fill material into 91 linear feet (0.009 ac) of stream waters not
considered a loss. Additionally, the project involves the temporary discharge of
fill material into 74 linear feet (0.012 ac) of stream waters. The project area for this
determination includes a —44 acre(s) area which is illustrated on the enclosed site
plans/maps. The project area is located 0.10 mile directly northwest of the
intersection of Lucus Road and Horton Road in Knightdale Wake County, North
Carolina. The project is at Wake County Parcel number 1755757607, at Latitude
35.825520 and Longitude -78.466990-1 in Knightdale, Wake County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit 29
and Nationwide Permit 18 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

SAW-2022-01734
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 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: 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
Enclosures
Cc (w/enclosures)
Deborah Shirley, Soil and environmental Consultants, Inc. (via [e-mail])

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PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION

STREAM "A" IMPACTS
TYPE OF AREA SQ. FT. AC. LENGTH STREAM BUFFER
363 .0083 88 LF ZONE 2 I M PACT
�'..•' (2,653 SF/0.061 AC)
STREAM "A"-TEMPORARY 1105 .0024 18 LF /
STREAM "A"-PERMANENT/NO PERMANENT LOSS 1187 .0043 52 LF /
STREAM "A" BUFFER IMPACTS
TYPE OF AREA SQ. FT. AC. ` I — / /
7,503 0.172LLJ
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STREAM "A"-ZONE 2 BUFFER IMPACTS 15,067 10.116 / 0 r,
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ZONE 2 �/ / Q _
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LIMITS OF STREAM BUFFER / STREAM BUFFER
DISTURBANCE _ ZONE 1 ZONE 1 IMPACT
(TYP.)_ (4,050 SF/0.093 AC) /
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TEMPORARY RIP RAP PAD UNTIL -- -- - -- _ �i I / / / / m m
FINAL IS INSTALLED �_� ► z z
(SIX 5', 12" MIN DIA.) I STREAM"A"CHANNEL IMPACT / N o Q o
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CHANNEL IMPACT 84" H X 60"W I
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COFFER DAM
SANDBAG TEMPORARY STREAM ro 1 i o
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RAP TO BE AT BOTTOM OF STREAM ✓ ST EAM CHANNEL IMPACT ZONE 2 IMPACT U
BOTTOM: RIP RAP SHALL HAVE A \ ±1 7 SF(52 LF) Ip' 1' �/
(2,414 SF/0.055 AC)
MINIMUM DIAMETER OF 24"AND z Z
OUTLET 50'FROM ENDWALL. Q w
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AND DOWNSTREAM PORTIONS OF THE STREAM CHANNEL TO ALLOW Y U
320 FOR ROAD CROSSING AND CULVERT CONSTRUCTION TO BE a
_ COMPLETED IN DRY CONDITIONS.EXISTING STREAM CHANNEL SHALL
325 ',l. 1 BE PUMPED AROUND PROPOSED ROAD CROSSING DURING
CONSTRUCTION. UPON COMPLETION OF THE ROAD CROSSING,THE
COFFER DAMS AND RIP RAP WILL BE REMOVED AND THE STREAM
WILL BE RESTORED TO ITS ORIGINAL DIMENSIONS.
20 0 10 20 40
—
SHEET NO:
STREAM "A" IMPACT SCALE:1"=20' E-1

ISTREAM BUFFER
f ZONE 1 IMPACT
3,975 SF 0.091 AC / � I I
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20'NEUSE RIVER �' ® 320 FOR ROAD CROSSING AND CULVERT CONSTRUCTION TO BE J > J "
STREAM BUFFER �� �� COMPLETED IN DRY CONDITIONS.EXISTING STREAM CHANNEL SHALL O � 0
r ZONE 2 TEMPORARY STREAM BE PUMPED AROUND PROPOSED ROAD CROSSING DURING z =
CHANNEL IMPACT CONSTRUCTION. UPON COMPLETION OF THE ROAD CROSSING,THE
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STREAM BUFFERi
ZONE 1
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z(67 SF/0.002 AC.) (4,244 SF/0.097 AC) 0
WETLAND 3/4/5 I M PACTS
TYPE OF AREA SQ. FT. AC. PURPOSE
WETLAND 3 IMPACT O O O O O O O 74 0.002 ROADWAY FILL
WETLAND 4 IMPACT O O O O O O O 67 0.002 ROADWAY FILL _
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323 ETLAND 5 IMPACTS O O O O O O 41 0.002 ROADWAY FILL � J
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STREAM BUFFER STREAM "B" CHANNEL IMPACTS
-- .•,. ZONE 2 IMPACT _ TYPE OF AREA SQ. FT. I AC. LENGTH
WETLAND 3 IMPACT(ROADWAY FILL) �•• ` STREAM"B"CHANNEL IMPACT (2,294 SF/0.053 AC) - 468 10.0107 1 82 LF
•• ±468 SF (82 LF)
(74 SF/0.002 AC.) )� I STREAM "B"-TEMPORARY 1 165 10.0038 1 26 LF
WETLAND 5 IMPACT(ROADWAY FILL) STREAM "B"-PERMANENT/NO PERMANENT LOSS 1 242 10.0056 1 39 LF
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LIMIT OF I TYPE OF AREA SQ. FT. AC. z u
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D TUR NCE �/ 8,219 0.189 O LLI
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(TYP.)� I STREAM "B"-ZONE 2 BUFFER IMPACTS 4,453 0.102
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COFFER DAM (5'X 5',12"MIN DIA.)
"*_ `PERMANENT
`PERMANENT-NO PERMANENT LOSS \I I
RIP RAP I STREAM CHANNEL IMPACT
`1 1 \KEY IN RIP RAP ALONG STREAM BANKS ±242 SF(39 LF)/
AND STREAM BOTTOM.TOP OF RIP
I RABOTO BE AT BOTTOM OF STREAM
TOM RIP RAP HALL HAVE A \TEMPORARY STREAM
MINIMUM DIAMETER OF 13"AND I CHANNEL IMPACT —
I' I OUTLET 36'FROM ENDWALL. / I� ±25 SF(5 LF) \ —
r 20 0 10 20 40
SHEET NO:
STREAM "B" IMPACT SCALE:1"=20' E-2

340 340
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335 335 330 330 Q O z Ln
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330 330 z
PROPOSED RADE
325 325 320 320
RETAINI 4G WALL RETNINING WALL r
R TAINING W LL RETAINING WALL m m
Z Z
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320 320 315 315
STREAM ELEV:311.4
N
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STREAM ELEV:314.2 --- N U Z
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315 Wx 4'14B0XC LVER --- N
315 310 310
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STREAM El EV:311.5 _ _/ ELEV:310.4
/ CULV RT
ULVERT BELOI V STREAM JED
/ EV:313.2 cn
w
310 310 305 - 305
KEY IN RIP I AP ALONG TREAM 0
CULVERT- -ii-VERT BURIED 12" ANKS AND 3TREAM BOrTOM.TOP
ELEV:310.5 BELOW STREAM BED HALL BE AT EXISTING
TREAM BO OM ELEVATION.) z u H
Z
W
RIPR PPAD-50'LONG Q J
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BANK 3 AND STRE M BOTTOM.TOP 300 300 W u
305 305
STREAM BOTTO ELEVATION ) Y Q
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u
Q
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300 300 295 295
10+00 11+00 12+00 10+00 11+00
SHEET NO:
STREAM "A" - IMPACT 1 STREAM "B" - IMPACT 2 E_3

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MANAGMENT FACILITY
0
STREAM BUFFER
ZONE 2 1MPACT _ _ _ — /
\ (3,493 SF/0.080 AC) _ o `WETLAND 1 IMPACT
(STORMWATER POND) \ m m
°oo° —(1,756 SF/0.040 AC.) STREAM BUFFER / o o
\ _ o o w c
o°o o �\ ZONE 2 IMPACT /
\ too ° 20'NEUSE RIVER STREAM_ (30 SF/0.001 AC)—
\ BUFFER ZONE 2 �c
\ \ STREAM BUFFER oLo
\ ZONE 2 IMPACT / \ .. N
(3,013 SF/0.069 AC) r-' J
/ a a
o N
N
CHANNEL ORDINARYHIGH WATER
MARK/
TOP OF BANK i
100 YEAR FLOIC&LAIN
"'111 � � 30'NEUSE RIVER STREAM \
V\ ` \ CHANNEL ORDINARY _ — — — —, ✓ /� (b BUFFERZONE 1WATER N--
TOPDF BANKMA / LIMITS OF--- i� —— _ \_ _ _ `� M
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WETLAND 1 IMPACT BUFFER IMPACTS
TYPE OF AREA SQ. FT. AC. PURPOSE TYPE OF AREA SQ. FT. AC. PURPOSE
WETLAND 1 IMPACTS O O O O O O 1,756 0.040 STORM POND 0 0. N/A
ZONE 2 BUFFER IMPACTS 16,536 0.150 STORM POND
STORMWATER CONTROL MEASURE IN ACCORDANCE WITH 15a NCAC 02b.0714(11)(cc)
30 0 15 30 60
SHEET NO:
SCALE:1"=30' E-4

PROPOSED Z
STREAM BUFFER SANITARY SEWER / / (D/ // MANHOLE ZONE 1 IMPACT / / / Ln
(293 SF/0.007 AC� / / / / 0 �
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/ STREAM BUFFER / Z
ZONE 2 IMPACT 4A
/ 30'NEUSE RIVER </ (303 SF/0.007 AC)
/ / STREAM BUFFER Q
/ ZONE 1
STREAM BUFFER /
/ ZONE 1 IMPACT4A
(1,352 SF/0.031 AC) /
/ / STREAM BUFFER
/ / — ZONE 2 IMPACT 46 m m
D BLE QWTHINSAIARY 2 3 Q
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SEWER EASEMENT) w cc
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20'NEUSE RIVER I
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ZONE 2 I .30'CITY OF/ N RALEIGH u, r
SANITARY SEWER Q cn Q -o
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CHANNEL ORDINARY HIGH (TYP.) I
1 WATER MARK/TOP OF BANK I
U
z u
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BUFFER IMPACTS a
Q
TYPE OF AREA SQ. FT. AC. PURPOSE LJJ
1,352 0.031 STORMWATER BYPASS* Y U
#ZONE2R IMPACT 4A 303 0.007 STORMWATER BYPASS*293 0.007 UTILITY-NEW SEWER**R IMPACT 4B DEEMED ALLOWABLE UTILITY-NEW SEWER**
*STORMWATER BYPASS IN ACCORDANCE WITH 15a NCAC 02b.0714(9)(ix)
**NEW SANITARY SEWER UTILITY IN ACCORDANCE WITH 15a NCAC 02b.0714(11)(II)-NON PERPENDICULAR
20 0 10 20 40
SHEET NO:
SCALE:1"=20' E-5

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Compliance Certification Form
File Number: SAW-2022-01734 County: Wake
Permittee: DRB Group North Carolina, LLC, Ric Rojas
Project Name: Weldon Subdivision
Date Verification Issued: 4/29/2024
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