20190898 Ver 1_USACE Permit_20190724

SAW -2019-01203
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2019-01203 County: Alamance U.S.G.S. Quad: NC -Mebane
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: River Walk 54, LLC
Attn: Cranford Jones
Address: 3705-A West Market Street
Greensboro, NC 27403
Size (acres) 10.68 Nearest Town Graham
Nearest Waterway UT to Haw River River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.054759,-79.369592
Location description: The prosect area is located south of the existing terminus of Riverwalk Drive, in Graham, Alamance
County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 96 linear feet
of stream channel (73 linear feet are a loss of waters of the US from culvert fill, 23 linear feet are associated with a rip rap
dissipater pad), and the temporary discharge of fill material into 5 linear feet of stream channel, necessary for the installation
of one road crossing. This verification also authorizes the temporary discharge of dredged material into 0.005 acre of wetlands
for sewer construction access and installation. These impacts are necessary to provide access and infrastructure for Phase 3 of
the Riverwalk residential development.
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 enclosed
Conditions, your application signed and dated 6/28/2019, and the enclosed Plan Sheet Nos. W1 through W4. 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], Ext. 30or David.E.Bailev2Ausace.armv.mil.
Date: 2019.07.2415:18:34
Corps Regulatory Official: -04'00' Date: 7/24/2019
Expiration Date of Verification: 03/18/2022

SAW -2019-01203
SPECIAL CONDITIONS
1. Please note that future impacts and/or phases of the Riverwalk development, and related activities
associated with Corps Action ID: SAW -2019-01203 will be considered part of a single and complete
project; these impacts will be considered cumulative with impacts permitted during earlier phases
regarding compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts
to aquatic resources for this single and complete project include permanent impacts (loss of waters)
to 73 linear feet (0.008 acre) of streams, permanent impacts (not a loss of waters) to 23 linear feet
(0.003 acre) of streams, and temporary impacts to 5 linear feet of streams and 0.005 acre of riparian,
non-riverine wetlands.
Corps Regulatory Official: Date: 7/24/2019
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://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Michael Brame, Pilot Environmental, Inc. PO Box 128, Kernersville, NC 27285
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd., Suite 300, Winston Salem NC 27105

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Z0� I MUST REMAIN NATU2AL AND UNDI5TU2BED. PIN ID 8893099403 5 LF COFFER DAM IMPACT5 (TEMPOARY) G R A P H I G 5 G A L E d "EnAND5
a ZONE 2 MAY BE D15NRBED BUT 46T BE REVEGETATED. OLD TAX MAP REFERENCE: 6-30-35
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ALL BUFFER DIMEN51015 ARE FROM 5TREAM BANK, TOP PROPOSED U5E: 28 UNIT MULTI FAMILY ,.
VICINITY MAP OF SLOPE, OR EDGE OF CONTIGUOIY NETLAND5 (WMCNEVER TOMHOME5 w I
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GON5TRUGTION 5EQUENGE
I. NO CONSTRUCTION TO BE61N UNTIL ALL NEGE55ARY 51TE DEVELOPMENT
PERMITS ARE OBTAINED (INGLUDIN6 A 6RADIN6 PERMIT FROM NGDEW.
2. FOLLOW THE APPROVED EROSION CONTOL PLAN AND 5EQUENGE IN ORDER
TO CLEAR AND GRADE THE SITE.
3. INSTALL SILT FENCE ALONG THE LIMITS OF DISTURBANCE WITHIN THE IMPACT AREA.
4. ENSURE THAT A COFFER DAM AND PUMP AROUND 15 INSTALLED TO DIRECT
RUN-OFF DRAINAGE FROM THE WETLAND5 THROI&H THE SITE.
5. COFFER DAM AND PUMP AROUND MU5T BE LEFT IN PLACE UNTIL NEW 48' RGP
STORM 5ENER PIPES ARE INSTALLED. SEE DETAIL ON SHEET A-4.
6. GRADE SITE SUFFICIENT TO ALLOW FOR THE INSTALLATION OF THE PROP05EP
48" RGP STORM 5EHER UNDER PROP05ED ROAD.
7. CONTRACTOR TO FOLLOW THE DETAILS OF THE APPROVED ER05ION CONTROL
PLAN TO ENSURE THAT NO OFF-51TE SEDIMENTATION OGGUR5 DURING CON5TRIIGTION.
8. 517E SHALL BE STABILIZED IN A TIMELY MANNER AS PER THE REQUIREMENT5
OF THE APPROVED ER0510H CONTROL PLAN AND THE APPLICABLE
NGDENR STANDARDS AND RE6ULATION5.
56ALE I" = 40' HORIZONTAL
I" = 4' VERTIGAL
NARRATIVE
42' STORM SEVER PIPES TO BE CONSTRUCTED FIRST A5 PER THE
CONSTRUCTION 5EQUENGE ON THI5 PLAN AND/OR A5 PER ANY 9U55EQUENTLY
Plaancra
APPROVED 6RADINWER0510N CONTROL PLAN. THE INTENT OF THI5 PLAN
15 TO PROVIDE ADEQUATE GON5TRUGTION NOTES AND DETAILS SUCH THAT a"r..,W,6—dA... n,area, P.n.
THE CONTRACTOR GAN ALLOW THE EXISTING DRAINAGE THAT RUNS FROM
NORTH TO SOUTH ALON6 THE STREAM TO CONTINUE TO FLOW THROUGH THE
51TE UNTIL THE NEW STORM 5EKER 15 IN-PLACp�EAND FUNCTIONAL.
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IMPACTS
EXHIBIT
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241" DEPTH OF GLA55 "P
RIP RAP TO BE EMBEDDED INTO
THE EXI5TIN6 5TREAM BED
EX. 501L
PIPE GULVERT OUTLET PROTEGTION
N.T.S.
GLA55 "B" RIP
TO GREEK I' DEPTH
6" RIP RAP
3' OUTLET AT OUTLET
6'
OUTLET
cu
GLA55 "B" RIP
D15GHAR6E MF TO GREEK I' DEPTH
TOP VIEW 51DE VIEW
5TILLINC6 BA51N
N.T.S.
TOP OF
A., BANK /
TOE OF SLOPE
SLOPE
PUMP
\ NO
SILT FENCE
SILT FENCE
FLARED END SECTION
ROCK FILTER OUTLET
V*FUMP DISCHAR6E
RIP RAP STABILIZATION INTO 5TILLIN6 BA51N
USE SILT SACK
II' ON DI50HAR6E
INSTALLATION NOTES
A. AS BEST P0551BLE INSTALL CULVERT DURING A DRY CONDITION.
B. INSTALL 51LT-FENCE ON BOTH SIDES OF THE CULVERT DURING CLEARING AND
GRUBBING. G. INSTALL ROCK FILTER DOYN STREAM OF CULVERT.
G. INSTALL 5ANDBA65 UPSTREAM OF DAM AND RUMP WATER TO 5TILLING BAINS AS
REQUIRED.
D. LAY CULVERT. REMOVE 5ANDBA66 AND DIVERT FLOW TO CULVERT. COVER A5
REQUIRED. INSTALL SILT FENCE AT TOE OF SLOPE. SEED 5HOLDER5 A5 COVER 15
BROUGHT TO FINAL GRADE.
E. INSTALL FLAIRED END SECTION.
GULVERT IN5TALATION
O— — — TOP OF GREEK BANK
00
5AN BA6 — — — GREEK BOTTOM
GOFFER DAM
FRONT VIEW
TOP VIEW
GENERAL NOTES:
I. 5AND 5A6 DAM HEIGHT 3' MAX. OR TO TOP OF BANK.
I INSPECT FENCES VEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL 5E
MADE IMMEDIATELY.
5AND BA6 GOFFER DAN
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GON5TRUGTION 5EQUENGE
I. NO GON5TRIIGTION TO BEGIN UNTIL ALL NEGE55ARY 51TE DEVELOPMENT
PERMIT5 ARE OBTAINED (INGLUDIN6 A GRADING PERMIT FROM NGDEO).
2. FOLLOW THE APPROVED ER0510N CONTOL PLAN AND 5EQUENGE IN ORDER
TO GLEAR AND GRADE THE 51TE.
3. I145TALL SILT FENCE ALONG THE LIMIT5 OF 0I5TURBANGE WITHIN THE IMPAGT AREA.
4. IN5TALL 5ANITARY SEVER LINE AND RE5TORE TO EXI5TING GRADE.
SEEING AND 5TA13ILIZE D15TURBED AREA IMMEDIATELY.
5. CONTRAGTOR TO FOLLOW THE DETAIL5 OF THE APPROVED ER05ION CONTROL
PLAN TO ENSURE THAT NO OFF-51TE SEDIMENTATION OGGUR5 DURING GON5TRUGTION.
b. 51TE SHALL 13E 5TA13ILIZED IN A TIMELY MANNER A5 PER THE REQUIREMENT5
OF THE APPROVED EROSION CONTROL PLAN AND THE APPLIGA13LE
NGDENR 5TANDARD5 AND REGULATIONS.
49l
410
_=5 24 °SAN
\ _
CpERENNIAL 5
G
G� '
NARRATIVE
42' 5TORM SEVER PIPE5 TO 13E GON5TRUGTED FIR5T A5 PER THE
CON5TFWTION 5EQUENGE ON THI5 PLAN AND/OR A5 PER ANY 5U55EQUENTLY
Plaancra
APPROVED 6RADIN6/ER0510N CONTROL PLAN. THE INTENT OF THI5 PLAN
15 TO PROVIDE ADEQUATE CON5TRUGTION NOTES AND DETAIL5 511tH THAT eoram, w.ao aaa waann,area, P.n.
THE CONTRACTOR GAN ALLOW THE EXISTING DRAINAGE THAT RUNS FROM
NORTH TO SOUTH ALONG THE STREAM TO CONTINUE TO FLOW THROUGH THE
.mr
51TE UNTIL THE NEN STORM 5EVER 15 IN—PLAGE AND RWTIONAL
N RIVER
MH
• � _ _ 5�X 24 N�`
ZONE I
?fir � EX
ZONA ' - - QI2 5F WETLA Z=MAGN
212 5F OF WETLAND
TO BE 015TURBED
-5TREAAM BUFFER
30'UN0I5TURBED
'kMANAGED
\ � g
GRAPHIG 5GALE
0 20' 40' SO' 120'
I"=40'
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EXHIBIT
5TREAM, BUFFER5
d VETLAND5
W4
v
=R<
W rJ1
X. GRADE
2
' &A5
INE
RTO 14
z
f
�p
24" 5AN.
EEX.
m t
ALE 1"
40' HORI
ONTAL
zl
I"
4' \/FRTI
.AI
49l
410
_=5 24 °SAN
\ _
CpERENNIAL 5
G
G� '
NARRATIVE
42' 5TORM SEVER PIPE5 TO 13E GON5TRUGTED FIR5T A5 PER THE
CON5TFWTION 5EQUENGE ON THI5 PLAN AND/OR A5 PER ANY 5U55EQUENTLY
Plaancra
APPROVED 6RADIN6/ER0510N CONTROL PLAN. THE INTENT OF THI5 PLAN
15 TO PROVIDE ADEQUATE CON5TRUGTION NOTES AND DETAIL5 511tH THAT eoram, w.ao aaa waann,area, P.n.
THE CONTRACTOR GAN ALLOW THE EXISTING DRAINAGE THAT RUNS FROM
NORTH TO SOUTH ALONG THE STREAM TO CONTINUE TO FLOW THROUGH THE
.mr
51TE UNTIL THE NEN STORM 5EVER 15 IN—PLAGE AND RWTIONAL
N RIVER
MH
• � _ _ 5�X 24 N�`
ZONE I
?fir � EX
ZONA ' - - QI2 5F WETLA Z=MAGN
212 5F OF WETLAND
TO BE 015TURBED
-5TREAAM BUFFER
30'UN0I5TURBED
'kMANAGED
\ � g
GRAPHIG 5GALE
0 20' 40' SO' 120'
I"=40'
1404 KKl1L
M—�s,.
NM ]9z-1to1
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Wu6 b]FYA9
EXHIBIT
5TREAM, BUFFER5
d VETLAND5
W4

Action ID Number: SAW -2019-01203 County: Alamance
Permittee: River Walk 54, LLC (Attn: Cranford Jones)
Project Name: River Walk subdivision Phase 3 / River Walk 54 LLC / Graham / Alamance County /
residential
Date Verification Issued: 7/24/2019
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