20201847 Ver 1_USACE Permit_20210603

Applicant:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-01158 County: FORSYTH U.S.G.S. Quad: NC -KING
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
King's Crossing Properties, LLC
Mr. Sam Hooker
1129 Hall Road
Westfield, North Carolina 27053
Authorized Agent: Pilot Environmental, Inc.
Mr. Michael Brame
Address: 743 Park Lawn Court
Kernersville, North Carolina 27284
Size (acres) -150 acres Nearest Town King
Nearest Waterway Muddy Creek River Basin Yadkin
USGS HUC 03040101 Coordinates Latitude: 36.272988
Longitude: -80.344719
Description of project location: The project area is identified as an approximate 150-acre tract, located on Stokes County,
North Carolina parcels 6902200669 and 6902401971. These parcels are along Moore Road, in King, Forsyth County, North
Carolina. Work in waters of the United States (U.S.) will occur within unnamed tributaries to Muddy Creek; a direct
tributary to the Yadkin River (8-digit HUC: 03040101)
Description of projects area and activity: The applicant, King's Crossing Properties, LLC, has requested a department of the
Army authorization to discharge fill material into waters of the U.S. in conjunction with the construction of the King's
Crossing subdivision. Project activity will involve the construction of single and multi -family residential lots, along with
associated infrastructure and attendant features. Implementation of the proposed project will result in the permanent
discharge of fill material into 160 linear feet (0.011 acre) of stream channel; the permanent placement of riprap dissipater
pads along 64 linear feet (0.004 acre) of stream channel (not considered a loss of waters); and the temporary discharge of fill
material into 9 linear feet (0.006 acre) of stream channel. All other impacts associated with the proposed project will be
conducted in uplands, outside of waters of the U.S. Upon project completion, all temporarily disturbed waters will be restored
to their pre -disturbance conditions. Compensatory mitigation is not required in conjunction with the aforementioned
activities.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 29 (Residential Developments)
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 3/17/2021 and 5/11/2021. 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 Quality (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 in Morehead City, NC, at [phone].
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 Samantha Dailey at 919-554-4884 x22 or Samantha.J.Dailey(ausace.army.mil.
Corps Regulatory Official:
3-Carn. Z7ezele,
Date: June 3, 2021
Expiration Date of Verification: March 15, 2026

Action ID Number: SAW-2018-01158 County: FORSYTH
Permittee: King's Crossing Properties, LLC (Attn: Mr. Sam Hooker)
Project Name: King's Crossing
Date Verification Issued: June 3, 2021
Project Manager: Samantha Dailey
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
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857
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

TO SE'CCESS EASEMENT EMERGENCY ACCESS
DELINEATED WETLANDS
E MULTI -USE TRAIL PAVED)
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SITE PLAN LEGEND
SITE DATA
aw.e,,,sshcwm. ESTies. LLC
PILL: 6S02-20-0669
REVIEW INFORMATION
RUFFERTARD9
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INFRASTRUCTURE
GRAPHIC SCALE
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( IN FEET I
Gupton's Royal
Design Group
UAL ENNINEENNIV,V,N,L,NNOG
PROGRESS
DRAWINGS
GOVERNMENTAL
PERMITS
APPLIED
FOR
DO NOT
USE FOR
CONSTRUCTION
P LAN SCALES 1 SOO
O 7/01/20
12/16/20
CONST. SUB.
UPDATE
SURVEYED BE OTHERS
DRAWN BE DNB
DRAWN P: MDE
DRAWN B5H
DESIGNED BY HBG
APPROVED DE N29
SHEET TITLE:
COVER
SHEET
OE 4
o4/01/14
PROJECT NAT 1280E-19D

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STREAM IMPACT LENGTH FROM CULVERT/HEADWALLS: 94 L.F. = AC
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20'
32.80'
3
1.20'
10'
STREAM IMPACT LENGTH FROM CULVERT/HEADWALLS: 66 L.F. = .0045 AC
I
93.0'
STREAM IMPACT LENGTH FROM RIP -RAP TO BE KEYED IN: 30 L.F. = .0021 AC
TEMPORARY IMPACTS FROM COFFER DAM/PUMP AROUND: AC
.0002
1 II I
Gupton's Royal
Design Group
CIVIL ENGINEERING -SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN e LAND SURVEYING
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: C-0423
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PROGRESS
DRAWINGS
GOVERNMENTAL
PERMITS
APPLIED
FOR
DO NOT
USE FOR
CONSTRUCTION
REVISIONS:
07/30/20
12/1 6/20
03/ 12/21
05/ 1 1 /21
CONST. SUB.
UPDATE
UPDATE
UPDATE
SURVEYED BY: OTHERS
DRAWN BY: DHB
DRAWN BY: MDE
DRAWN BY: BSH
DESIGNED BY: HBG
APPROVED BY: HBG
,,,I111,,,, ``
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SHEET TITLE:
UTILITY AND
STREAM CROSSINGS
CULVERT CROSSING #2
PLAN VIEW
CULVERT CROSSING #2
PROFILE VIEW
40
GRAPHIC SCALE
0 20 40
80
160
( IN FEET )
1 inch = 40 ft.
CULVERT CROSSING #1
PLAN VIEW
CULVERT CROSSING #1
PROFILE VIEW
(6.32)OF 78
DATE: 04/01 /19
PROJECT NO: 12804-19D

PERSPECTIVE VIEW
SIDE VIEW
TEMPORARY BRIDGEMAT CONSTRUCTION SPECIFICATIONS:
INSTALLATION NOTES:KIN'�wermm¢
1 MP ...Assert Our af
•
NTENNANCE Notts•w..mrmt aox tom mr xvm rm mne�r mw ma
REMOVAL NO
t •"" TEMPORARY SRIDDEMAT CREEK CROSSNG
IE-101
TEMPORARY CROSSING CONSTRUCTION SPECIFICATIONS;
ra
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S.F. MR ERPMaW PPE MM.
own. ew m emx mxaws
TEMPORARY CULVERT MD STONE CREEK CROSSING
I E — 411
SIDE 1
DE 2
PLAN MEW
UTILITY CREEK CROSSING — FLOW DIVERSION/COFFER DM METHOD
IE-42I
FLUME PLAILVEW
FLUME SECTION A.
FLUME SECTION a-e.
TEMPORARY CREEK CROSSNG — FLUME CONSTRUCTION METHOD
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UTILITY CROSSING CONSTRUCTION SPECIFICATIONS
FLOW DIVERSION/COFFER DAM METHOD.
SCES SEE WIMIN 10 FEET Nil UNTIL RE REST Of THE MSS. PROCESS OCCURS.
„NLY 1/2 Of g1Ntw MOM .ag N REPMxtn
5. CE.TER THE WORK AREA 1319.4.61N6 THE PUP, INTO TIE TEMP. SEMEN! MAP.
DEMI TRENCH!. INSTALLMON OF PIPE PER SPECIFICATIONS.
MOrx m OmrsTE Sm[ m C° TT CuexEre UO" RtL FNvs sCaux
MANAGING THE WATERCOURSE:
BYPASS PUMPING
NOR NI
at temporary pipe to TM.. ersMon discharde si
or Prang:Z=47M dissipation meamrm. Frrmmb
2. Construct
3. 6 m nxupxmam eoM Nau R
intake for pumps where pooMble.
cc.tr.t die dears= 03 isolate work areas.
camxxan dnparseoe eim,
B.ppof
PeP. and lemPoraw, PPes.
SLOPE TOE PROTECTgN DETAIL
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CULVERT AND HFMWAI I CONSTRUCTION SFOUENCE.
VIgirgITIIVroorMoollrot girsrao?ot rootA.P' '`"
3. orworro ME WORK Pi. 01501.911. ME PUMP rrro ME oar.. SEONENT MAP.
OVIargrOFSMO:PcolZU"snan'V..
5. F.I.EgN.P=10.9MEMI DEO FOR CULVERT PIPE !NW/ALMON PER SPECFICATIONS
EU.ClaflU. MOUNO PPE VIM NOtEROCISLE NATMIAL. !SNP NATE... REQUIRE.
PUCE MP RIP Ife.1:1 UPSIREMI 00MISTREW Of PPE LS SHOMS TO PREVENT
SCOLVINS PER NOTES MO OETS3.. PUCE MOM_ SIRE. EEO HATER. ON TOP
OF RP PAP MD PIPE INVERT TO OREN. STREASI BED ELEVAIMN. CONSMUCT
F.ADWAL AND MO WILLS PER PUNS AND CONSMUCTION ORMINGS.BACKULL MOUND PPE WIM NOMM00113. Weil, IMP Weil. AS ISbJIIlD.
PLACE MP RAP ANCli UPSMEM AND DOWNSIREM Of PPE SOWN TO PREVENT
SCALPING PER NOTES MO CIETNLS. PUCE MOLL STREW EEO MATERIAL ON TOP
OF MP FOP MO PIPE INVERT TO ORIONAL SIRE. DEO ELEV...
NATURAL FLOW BONO CAREFUL oor TO DISMR13 BOTTOM OF MEAN.
MtiOWma
Mn* nmedppl Dose p.rrP dnd Mmpmdrr P�P�na to
2. Inspect impervious dale Mr le. and repair My domoge•
4. Ensure flaw is adsoustely Evart. through p9m.
5, Inspect and maintain de.tering device to ensure PMdn discharge.
3. Le. in piping and improper Cornea
TEMPORARY WATERCOURSE DNERSION
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TEMPORARY CROSSING CONSTRICTION SPECIFICATIONS
FLUME CONSTRIICITON MFTHOT%
SEES ARE FEET MO OWL THE REST CP DIE CROSS. PROCESS ws
i0 COLLECT SEDIMENT FROM ODES OF
m°�cxs ENJ m F Afl . n NONDmaaE usmdx To .'
10. REMOVE MD FLUME TO ALUM STREW ro RETURN M NAMPAL FLOW
NEMO GREfuL NOT TO MOMS 501TOu Of SM.,
TEMPORARY COFFER DAM CROSS SECTION
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VERY TEMPORARY DITCH
WITH PROTECTION FENCE
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Gupton's Royal
Design Group
omerlgragyvriiriG
PROGRESS
DRAWINGS
GOVERNMENTAL
PERMITS
APPLIED
FOR
DO NOT
USE FOR
CONSTRUCTION
REVISIONS:
11/17/20
01/1S/21
02/22/11
CONST. SUB.
EROS. SUB.
EROS DET
SURVEYED BY: OTHERS
DRAWN BY: OHS
DRAWN BY: MOE
DRAWN BY: BSH
DESIGNED BY: HBO
APPROVED BY: HSG
CHFFT nnF
EROSION CONTROL
STREAM CROSSING
DETAILS
�3 DF 4
191gECi ND: 11804-190

STREAMBANK STABILIZATION AND REFORESTATION
LIVE STAKES PLANTING DETAIL BAREROOT PLANTING DETAIL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
LIVE STAKE
&NK STAIDZABON W1H IGE STNQS
nuuav T/a
'REFERENCE NCDOT ENVIRONMENTAL UNIT
�II
JI�II�II�L=JII-JII-JII
PLANTING NOTES:
PLANTING BAG:
KBC PUNTING BAR:
ROOT PRUNING:
STREAMBANK REFORESTATION DETAILS
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RIP ILA AS Oa
INCINEER
E I I-11 EI I I-11 EI I IJ I EI I
RIP RAP EraliE
warn PER COAL E-3S
Emma TO SE await.
arc SELCA•
L
SAN. SEWER CROSSING AT STREAM BED DETAIL
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TYRE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT.
ON CENTER, RANDOM SPACING, AVERAGE LI FT. ON CENTER, APPROXIMATELY
2,72L1 PLAN, PER ACRE.
TYPE 2
ATA MINE STREAMBANK
REFORESTATION SHALL BE SEEDED
AREAS INDICATED
RATEOF50LBS. PER ACREAND MULCHED WITH STRAW.
STREAMBANK REFORESTATION TYPICAL
STREAMBANK REFORESTATION
MIXTURE. TYPE, SITE, AND FINISH SHALL CONFORM TO THE FOLLOW_
TYRE
SA_IX NIGRA BLACK WILLOW
CORRALS UM SILKY DOGWOOD SWUM SERICEASILKY WILLOW
PHVSOPARPUS OPULIFOLIUS NINE BARK
SAMBUCUS
ENSIS ELDERBERRY
CEPHAPMHIIS OCCDOEMPLIS BUTTONBUSH
TYRE 2
FT. - 3 FT. LIVE STAKES
FL-3 FT. LIVE STAKES
AsAn
DAPPE
TSEE SITE PLAN FOR AREAS TO BE PLANTED
OIRECTIOK
OF FLOW
—a
ANCHORS CENTERSON
1'
COIN FIBER
MATTING
ANCHOR; CN
B' CENTERS
EXTEND MATTI
TO NEBEL
STREAM BED
MATTING ANCHOR TRENCH
IN TRENCH ON 1' CENTERS
ANCHOR OVERLAP
ON 1' ;ENTERS
S" OVERLAV(RTN)
PLAN VIEW
18.
(TM)
BACKFILL
PACKER ON
V CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND EACNFILLED
CHORE ON
1' CENTER!
TYPICAL CROSS SECTION
ANCHORS ON
8' CENTERS
ANCHOR. ON
1' CENTERS
FL00DPLAIN/
EXISTING
GROUND
b MIN
COIR FIBER MATTING DETAIL
1003
PAX WATER ELEV.
W II
ll,lll=.11�ll
NOT TO SCALE
caR hums
SEE COAL ABOVE
A`Pal
SME AS 13. ABOVE
wx. sarER LEAEL
f
< 9ENK/HK.0E11_ 0"
,droEo run.
'= num FABRIC USER
MwGnCns
l
EIIEII
I. RIP RAP TO BE PUSHED/PLACED SO THAT TOP EDGE IS
FLUSH AND LEVEL WITH THE EXISTING STREAM BED A BANK
SO AS TO ALLOW UNINTERRUPTED FLOW OVER RIP RAP.
R. RIP RAP TO BE PLACED THE ENTIRE EXCAVATED WIDTH OF
DITCH OR SUBSTANTIALLY DISTURBED EM.NKMENT AREA
3 RIP RAP PLACEMENT FROM BANK TO BVNK AT PIPE CROSSING
TO BE DETERMINED BY ENGINEER.
E50 STONE SIZE= CLASS II DEPTH = 2.0 */- FT.
TYPE OF LINER = FILTER FABRIC TO ELEV. VARIES
2" N"N000EN ( lTHEfhl)
SIO 8 EL
REINFORCEIENT BAR
1" (28Nlnel)
STAPLE
ANCHOR OPTIONS
UTILITY CROSSING RIP —RAP SLOPE/TOE PROTECTION
DETAIL AT DISTURBED EMBANKMENT REPAIR AREAS
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AS MAY BE REQUIRED BY SIZE CONDIDONS
Gupton's Royal
Design Group
PROGRESS
DRAWINGS
GOVERNMENTAL
PERMITS
APPLIED
FOR
DO NOT
USE FOR
CONSTRUCTION
REVISIONS:
12/1 7/20
01/19/21
UPDATE
ERRS. SUB.
SURVEYED BY: OTHERS
DRAWN BY: OHS
DRAWN BY: MOE
DRAWN BY. BSH
DESIGNED BY: HBO
APPROVED BY: HBO
CHIT DTI F.
EROSION CONTROL
STREAM CROSSING
DETAILS
(4)0F 4