20220229 Ver 1_2021-02294 NWP 29 Tearsheet_20220516

Action Id. SAW-2021-02294
Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Guilford U.S.G.S. Quad: NC-Gibsonville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Keystone Group Inc.
Attn: Scott Wallace
3708 Alliance Drive
Greensboro, NC 27407
Size (acres) -25 Nearest Town Whitsett
Nearest Waterway UT to Back Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.078518 -79.558799
Location description: The project area is located on the south side of US Highway 70 (Burlington Road), approximately 0.3 mile
east of its intersection with NC Highway 61, at 6341 Burlington Road in Whitsett, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material (loss of waters)
into 0.016 acre (105 linear feet) of stream channel and 0.017 acre of riparian nonriverine wetlands and the temporary
discharge of fill material into 0.003 acre (20 linear feet) of stream channel and 0.008 acre of riparian nonriverine wetlands,
necessary for the installation of access and infrastructure (road, water line, and sewer line crossings) for the Hudson Way
multi -family 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 attached
Conditions, your application signed and dated 5/12/2022, and the enclosed plans "Preliminary Plat/Site Plan", and Sheets 1
through 6 dated 5/5/2022. 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 [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] X 30 or [e-mail].
Corps Regulatory Official:
Expiration Date of Verification: 3/15/2026
Date: 2022.05.16 14:32:13
-04'00' Date: 05/16/2022

SAW-2021-02294
SPECIAL CONDITIONS
1. Please note that future impacts and/or phases of the Hudson Way residential development, and
related activities associated with Corps Action ID: SAW-2021-02294, may be considered part of a
single and complete project; these impacts may be considered cumulative with impacts authorized
during earlier phases with respect to compensatory mitigation and Nationwide Permit thresholds.
Current cumulative impacts to waters of the US for the Hudson Way residential single and
complete project include a total loss of 0.016 acre (105 linear feet) of stream channel and 0.017
acre of wetlands, 0.033 acre of waters of the US.
Date: 2022.05.16
14:31:29-04'00'
Corps Regulatory Official: _ Date: 05/16/2022
Expiration Date of Verification: 3/15/2026
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 https://regulatory.ops.usace.army.mil/customer-service-survey/.
Copy furnished electronically:
Brad Luckey, Pilot Environmental, Inc.
Sue Homewood, NCDEQ-DWR

Z PoE R ZONE I e0R1 aF s1RGu ZONE 1
BUFFER ImnR�O rxOu raa ro roe R D
STREAM BUFFER DETAIL
56
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27' B-B ROADWAY SECTION
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SIDEWALK NOTE:
ALL SIDEWALK SHOWN ON THIS PLAN LOCATED IN THE
PUBLIC STREET RIGHT-OF-WAY SHALL BE MAINTAINED BY
THE DEVELOPMENTS HOME OWNER'S ASSOCIATION.
ALL SIDEWALKS MUST BE ADA COMPLIANT.
CONSTRUCTION AND/OR MAINTENANCE OF ANY
SIDEWALK SHOWN ON THIS PLAN LOCATED IN THE PUBLIC
STREET RIGHT-OF-WAY REQUIRE AN ENCROACHMENT
AGREEMENT WITH THE NCDOT.
PROPOSED
NETDE%ENTION
POAE
i
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MORAESYWOFWAY
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GENERAL CONSTRUCTION NOTES:
1. ALL STREET AND DRAINAGE CONSTRUCTION TO BE PER NCDOT. WATER
CONSTRUCTION TO BE PER THE TOWN OF WHITSETT. SEWER CONSTRUCTION TO BE
PER THE CITY OF BURLINGTON.
2. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR
TO CONSTRUCTION.
3. CONTRACTOR TO COMPLY WITH THE NEW O.S.H.A. REGULATIONS CONCERNING
TRENCHING FOR INSTALLATION OF UTILITIES.
4. NO SUBSURFACE INVESTIGATION CONDUCTED BY EVANS ENGINEERING, INC.
5. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL PER NCDOT STANDARDS.
6. CONTRACTOR IS RESPONSIBLE TO PHOTOGRAPH THE ACTUAL MEASUREMENT
BETWEEN ALL WATER LINE CROSSINGS DURING CONSTRUCTION ANO MUST PROVIDE
THIS PHOTO TO THE DESIGN ENGINEER.
7. ALL RCP PIPE TO BE CLASS III UNLESS OTHERWISE NOTES.
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ime
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Isizse eu IOTON ROAD
INDRADUAL LEA.
AND CLEARCur
POIVOUAL
AND CLEARS.
smECT Au ORITERwr9 TO
TYPICAL UNIT DETAIL a
LANDSCAPE NOTE:
A GENERAL LANDSCAPE PLAN SUBMITTED BY OTHERS
MUST BE APPROVED BY GUILFORD COUNTY WITH INPUT
FROM THE TOWN OF WHITSETT PER ZONING
CONDITION #13.
/ s
1 ; I
Ipa
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SSA
NOTES:
Jurisdictional streams, wetlands, and other waters of the US. are subject to USICEand NCDEQ reed.
Required approvals and permits must be obtained from USACE and NCDEQ prior to impacts to Jurisdictional
streams, wetlands and other waters of the US. The owner and comrarorate responsible forensuring a0
appropriate permits have been obtained prior to consbuttlon.
Buffer Authorisation application must be approved by Guilford County (orNCDEQfor projects requiting their
review of buyers) prior to land disturbance within a riparian buyer, unless the laddkrirrbatlae is explicitly
stated as an'Exempt' use In the Guilford County UDO and NCACrules that apply.
Restore disturbed areas of riparian buffers to pre -construction Kgetalhe and hyd olagicc editions with
comparable native vegetation as soon as practicable during construction. Tree plantings may occur dudng the
dormant season. A one-time application of fertilizermaybe used to estabikh vegetation.
Tree trimming and other vegetation management In Riparian Buyer Zone 2 (2O' shall not resukin impacts to
vegetation in Riparian Buffer Zone 1(307.
9
81 I
I
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PARuc,mAa-nurm
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1,� ENj �, : Maj L�, �=J Lam,
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LANDAU
DPIVE IV
01
GENERAL PLAN NOTES:
1. THERE IS A 10' UTILITY EASEMENT ALONG PUBLIC STREET RIGHT OF WAY.
2. ALL PRIVATE COMMON AREA TO BE MAINTAINED BY THE HOME OWNERS
ASSOCIATION.
3. 10' X 70' SIGHT EASEMENTS SHOWN AT INTERSECTIONS.
4. ALL STREETS TO BE PUBLIC RIGHT-OF-WAY AND PER NCDOT
REQUIREMENTS.
5. WATER PER TOWN OF WHITSETT, SEWER PER THE CITY OF BURLINGTON.
6. EACH LOT WILL HAVE INDIVIDUAL WATER METERS ANO CLEANOUTS.
7. EACH TOWNHOME WILL BE AN INDIVIDUAL LOT FOR SALE. ALL OTHER
AREAS WILL BE COMMON ELEMENTS OWNED AND MAINTAINED BY THE H.O.A.
8. EXISTING HEDGEROW ALONG 'WILLIAMSON" PROPERTY TO REMAIN
UNDISTURBED.
9. 50' FROM CENTERLINE OF HIGHWAY 70 TO BE DEDICATED TO NCDOT.
10. BOUNDARY AND TOPO ARE FROM AN ACTUAL SURVEY BY EVANS
ENGINEERING, INC. DATED 4-17-19.
11. THERE ARE NO NORTH CAROLINA GEODETIC SURVEY MARKERS WITHIN
2000 FEET OF THIS PROPERTY.
12. WETLANDS PER REPORT BY PILOT ENVIRONMENTAL, INC. DATED 12-8-20
(PROJECT 6341).
PIILICIKSIZOKItime
Iil.es'iN
==�r5_l
CD 18
weCll - =1'C
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PROPOSED
h,£TDf77E7V770W
off®
SIPE
MOM
11111•413
8 1111
-12617.41m-
b
ZONING CONDITIONS:
1. THE DEVELOPMENT WILL HAVE A PERMANENT HOA. THE HOA WOULD HAVE A NON -VOTING MEMBER FROM EITHER THE TOWN
PLANNING BOARD OR THE TOWN ADMINISTRATION. THAT MEMBER WOULD HAVE ACCESS TO, AND BE NOTIFIED OF ALL MEETINGS,
INCLUDING CLOSED SESSIONS.
2. RESIDENCES WILL MEET CONSTRUCTION MATERIAL DESCRIPTION PROVIDED BY DEVELOPER IN EMAIL. I.E. EXTERIOR SHALL BE
BRICK, ROCK, CULTURED STONE, HARDIE PLANK OR EQUIVALENT, ARCHITECTURAL SHINGLES, GARAGES. UNITS WILL BE
RESTRICTED TO SINGLE STORY AND WILL BE ACCESSIBLE. PROVISIONS FOR A LIMITED NUMBER OF 1.5 STORY UNITS PER
DEVELOPER'S REQUEST AND DISCUSSION.
3. DOT SPECIFICATION STREETS WITH CURB AND GUTTER. ROLLED GUTTERS ARE PERMITTED.
4. DOT SPECIFICATION SIDEWALKS.
5. CONCRETE DRIVEWAYS.
6. A BUFFER WILL BE REQUIRED PER ORDINANCE 4-8.3 AND 4-8.3.1. A SUBSTITUTE SUBMITTED BY THE DEVELOPER WOULD
BE CONSIDERED AND PRESENTED TO THE PLANNING BOARD AND VOTED BY COUNCIL.
7. THE FOLLOWING WILL BE PROHIBITED AND SHALL BE INCLUDED IN THE HOA RULES. NO AIR B&B, VERBO, OR ANY
SHORT-TERM RENTALS. AN OWNER MAY RENT HIS UNIT FOR A MINIMUM OF ONE (1) YEAR UNDER CONDITIONS THAT PRECLUDE
OWNER OCCUPANCY. THE RENTER MUST FILL OUT AN APPLICATION TO BE REVIEWED BY THE HOA AND MUST SIGN A RENTAL
AGREEMENT. NO UNITS ARE TO BE SOLD AS RENTALS.
8. HOA RULES SHALL BE REVIEWED BY WHITSETT ENFORCEMENT OFFICER AND WHITSETT PLANNING BOARD FOR CONCURRENCE
OR OBJECTION. THE HOA COVENANTS ARE SUBJECT TO REVIEW BY THE TOWN OF WHITSETT ATTORNEY.
9. AREAS BETWEEN STRUCTURES SHALL BE COVERED BY EASEMENTS WHERE NECESSARY TO PRESERVE ACCESS AND TO
PROVIDE FOR MAINTENANCE AND UTILITY SERVICE.
10. LINKS TO ANY FUTURE TRAILS IS ENCOURAGED.
11. MAINTENANCE OF ALL SIDEWALKS LOCATED OUTSIDE THE PUBLIC STREET RIGHT-OF-WAY SHALL BE THE RESPONSIBILITY OF
THE HOA. SIDEWALKS LOCATED WITHIN THE PUBLIC STREET RIGHT-OF-WAY MAY BE MAINTAINED BY THE JURISDICTION
MAINTAINING THE PUBLIC STREET, SUBJECT TO THE JURISDICTION'S APPROVAL. IF THE JURISDICTION WILL NOT ASSUME
MAINTENANCE, THE HOA SHALL BE RESPONSIBLE FOR MAINTENANCE.
12. THE TOWN HAS A SIGN ORDINANCE THAT WILL REGULATE THE ENTRANCE SIGN. THE TOWN WOULD BE DESIROUS THAT THE
PLANNING BOARD HAVE INPUT ON BOTH THE SIGN AND ENTRANCE LANDSCAPING.
13. A GENERAL LANDSCAPE PLAN WILL BE REQUIRED AND WILL BE REVIEWED AND APPROVED BY GUILFORD COUNTY WITH INPUT
BY THE TOWN OF WHITSETT.
LANE
RR.T PG Du ♦x
,e VAX ne C SI S54.11 -el
VICINITY MAP
1" =3000'
SITE DATA:
PARCEL ID: 103367
TAX MAP: 2-80-80-30
GPIN NUMBERS: 8834468997
ADDRESS: 7232 BURLINGTON ROAD
LAT: 36.0786', LONG:-79.5588"
TOTAL ACREAGE= 24.92 ACRES
DEED BOOK: 8134, PG 66
PLAT BOOK: 9, PG 59
EXISTING ZONING: CU-RM-12
EXISTING LAND USE: RESIDENTIAL
PROPOSED USE: MULTI -FAMILY RESIDENTIAL
PROPOSED NUMBER OF LOTS: 116
PROPOSED DENSITY: 4.65 UNITS/ACRE
LF OF STREET: ±3,763 LF
AREA IN RIGHT-OF-WAY: ±4.58 AC
AREA IN LOTS: ±10.24 AC
AREA IN COMMON ELEMENTS: t10.10 AC
STREETS: PUBLIC (NCDOT STANDARDS)
WATER: PUBLIC
SEWER: PUBLIC
WATERSHED INFORMATION:
WATERSHED: NONE (NPDES PHASE II RULES APPLY)
RIVER BASIN: CAPE FEAR
SOILS: EnB, MhB2, MhC2
EXIST. BUA: t2,462 SF (TO BE REMOVED)
PROP. BUA: t10.97 AC (44.02%)
DISTANCE TO FLOODWAY: ±1,000'
FIRM MAP: t3710883400K, PANEL 8834,
DATED 6 18-07
WATERSHED NOTE:
THIS PROJECT HAS BOTH LOW -DENSITY AND
HIGH -DENSITY AREAS. TWO (2) SCM'S ARE
PROPOSED TO TREAT STORMWA TER RUNOFF FROM
ALL IMPERVIOUS SURFACES IN THE HIGH -DENSITY
AREA, AND SITE CONDITIONS DO NOT ALLOW FOR
TREATMENT OF APPROXIMATELY 0.14 ACRES OF
IMPERVIOUS SURFACE AREA IN THE LOW DENSITY
AREA OF THE SITE. SEE SHEET C3.3 FOR LOCATION
OF LOW -DENSITY AND HIGH -DENSITY AREAS.
PROPOSED UNTREATED IMPERVIOUS SURFACES ARE
ONLY LOCATED IN THE LOW -DENSITY AREA.
SETBACKS:
FRONT: 20'
SIDE: NONE REQUIRED
REAR: NONE REQUIRED
DISTANCE BETWEEN BUILDINGS: 20'
GRAPHIC SCALE
▪ J `1
( IN FEET )
L Inch = 88 tL
PROJECT TITLE. HUDSON WAY
GUILFORD COUNTY
ROCK CREEKTOWNSHIP GULFORD COUNTY
WHRSETT, NORTH CNIOUNA
°E"9-"ER: KEYSTONE GROUP, INC.
3708 ALLIANCE DANE
GREENSBORO, NC 27407
CELL PHONE: 336.85E-0111
CONTACT: SCOTTWAUACE
I
+E I . ,-Mem 1974-
I Hgleese 8mvewls Nemse
M009.r,nm, aasi.arti01M
PYufYalLf/G 1216111LfM
SHEET DESCRIPTION.................
PRELIMINARY PLAT/
SITE PLAN
SCALE: I'=80' MAY 5,
2022
REVISIONS:
slot NO.

PERMANENT
WETLAND IMPACT #3
PERMANENT
WETLAND IMPACT #2
TEMPORARY
WETLAND IMPACT #1
501'118'38"E
445.24'
PREMANENT STREAM
IMPACT #1 &
TEMPORARY STREAM
IMPACT #2
TEMPORARY STREAM
IMPACT #1
HIC SCALE
NO1'3658"W
311.63'
PERMANENT
WETLAND IMPACT #1
PROJECT
DEVELOPER
501'19'08"E, 1296.32'
GUILFORD COUNTY
ROCK CREEK TOWNSHIP GUILFORD COUNTY
WHITSETT, NORTH CAROLINA
KEYSTONE GROUP, INC.
3708 ALLIANCE DRIVE
OREENSBORO, NC 27407
CELL PHONE: [phone]
CONTACT: SCOTT WALLACE
—Shore t974—
I Engineers Surveyors Phone's
009 Omar Dave osmbon, NC27eA
now 316e544877 Tex 31685481176
PROJECT: 810-14
ORANN BY: OF
aaASon arnrxaA,m 1•11,026. PUNS
SHEET DESCRIPTION.
OVERALL IMPACT MAP
SCALE: 1"=100'
REVISIONS:
MAY 5. 2022
41EET NO

PIPE
PROPOSED PUMP
TEMPORARY CONSTRUCTION
STREAM CR05SIN
RIP RAP
#57 STONE
AROUND
PIPE INLET
STREAM
FLOW
SAND BAGS
PROPOSED
SILT FENCE
(TYP.)
3'
MIN.
TO
PUMP
PROPOSED
SILT FENCE
(TYP.)
CLASS "I"
FLOW RIP RAP
DISTURBANCE LIMITS
PLAN
TOP OF
BANK
EX. INV. ----An'
CREEK TEMPORARY
STONE DAM
REMOVE ENOUGH SANDBAGS TO ALLOW FLOW THROUGH WHEN NOT
PUMPING AROUND.
MIN.
FROM
PUMP
POLTETHYLENE FABRIC ON
FACE (8 ML. THICK)
SECTION A -A
TEMPORARY "CULVERT CROSSING - PUMP AROUND"
FOR CULVERT INSTALLATION
NOTES
1) EROSION STONE TO BE "CLASS I" RIP —RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
2) PUMP AND UNE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW SHOWN ON THE
CONSTRUCTION PLANS
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND
PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL (i.e. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR CULVERT CROSSING —PUMP AROUND
1) INSTALL PUMP AND UNE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA
DOWNSTREAM OF CONSTRUCRDN AREA. BEGIN PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT BACKFLOW INTO CONSTRUCTION
AREA.
3) INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE CONSTRUCTION AREA.
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC. DEPRESS TEMPORARY DAM BOTTOMS
INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM.
5) UPON STABIUZATION OF CLEARED AREAS. REMOVE TEMPORARY EARTH BERM, SEDIMENT TRAP, AND DEWATERING
BASIN.
\ A
\\A
•
•
i
\
0\ ,�5
2 / \
/ \\
/ \ /
ez.
74. \
/ /ICJ .--
30
0
15
L
GRAFHIC SCALE
30
60
TEMPORARY STREAM IMPACT #1
= 20 LF TEMPORARY STREAM IMPACT
=152 SF TEMPORARY STREAM IMPACT
FOR INSTALLING WATERLINE CROSSING
AND DEWATERING METHODS
120
( IN FEET )
1 inch = 30 ft.
PROJECT
TITLE: HUDSON WAY
DEVELOPER
GUILFORD COUNTY
ROCK CREEK TOWNSHIP GUILFORD COUNTY
WHITSETT, NORTH CAROLINA
KEYSTONE GROUP, INC.
3708 ALLIANCE DRIVE
OREENSBORO, NC 27407
CELL PHONE: [phone]
CONTACT: SCOTT WALLACE
PROJECT: 813-
IOE51
BY: OF IORANN BY: OF
1•11,02611U PUNS ME
SHEET DESCRIPTION:
TEMPORARY STREAM
IMPACT #1 MAP
SCALE: 1"=3D MAY
5. 2022
REVISIONS:
41EET NO

PATIO
OILVd
PERMANENT
WETLAND IMPACT #1
(HATCHED AREA)
= 11,927 SF
WOOaNns
1VNOIldo
L
011Vd
GRAFHIC SCALE
( IN FEET )
1 inch = 30 ft.
011Vd
1
wooaNns
1VN011d0
J
PROJECT
DEVELOPER
GUILFORD COUNTY
ROCK CREEK TOWNSHIP GUILFORD COUNTY
WHITSETT, NORTH CAROLINA
KEYSTONE GROUP, INC.
3708 ALLIANCE DRIVE
OREENSBORO, NC 27407
CELL PHONE: [phone]
CONTACT: SCOTT WALLACE
—Shore 1974—
I Engineers Surveyors Phone's
009 Omar Wye 6asebnn, NC 27lO7
now 3368544877 Tex v6. 54. Th
PROJECT: BIO-
SV. OF IORANN BY: OF
roaA,on arnr.eeA,m rrm¢99, a.s uue
SHEET DESCRIPTION:
PERMANENT WETLAND
IMPACT #1 MAP
SCALE: 1"=3D MAY
REVISIONS:
5. 2022
41EET NO

650
G LI►.ER IIVIGR7 70
2�EI�%/ yT�A/LLED�yAS �y�V/ �r�
E057STIWAM
..r rmtx CUSS
640
)
PERMANENT STREAM
IMPACT #1
= 105 LF PERMANENT
STREAM IMPACT
= 711 SF PERMANENT
STREAM IMPACT
TEMPORARY STREAM IMPACT #1
= 13 LF TEMPORARY STREAM
IMPACT
= 86 SF TEMPORARY STREAM
IMPACT
FOR DEWATERING METHODS
PROPOSED 42" RISE x 120"
SPAN CAP ARCH CULVERT
UNDER LANDAU DRIVE
WITH HEADWALL AND
ENDWALL.
42"
" sr, pN
RCORRUGATED
AR
ALUMINUM Vag-
_•_•••• _
•••••••• 0
c0
630
z
W
ce
r
N
z
8
II
0
z
I— 0
> •
rn
ROUVEVITAW
MAW AR�i 1 W
OLLVERT( (Z
aziscroBrAl N
aVS MTGi 4J
z
BROWBO7TOMCf
06:577IG677 AA/
20
0
PIPE
PROPOSED PUMP
TEMPORARY CONSTRUCTION
STREAM CROSSIN
RIP RAP
#57 STONE
AROUND
PIPE INLET
STREAM
FLOW
SAND BAGS
PROPOSED
SILT FENCE
(rYP.)
3'
MIN.
TO
PUMP
FLOW y
DISTURBANCE UNITS
PLAN
TOP OF
BANK
PROPOSED
SILT FENCE
MP.)
CLASS
RIP RAP
3'
MIN. FROM
PUMP
EX. INV.
CREEK TEMPORARY
STONE DAM
REMOVE ENOUGH SANOBAGS TO ALLOW FLOW THROUGH WHEN NOT
PUMPING AROUND.
POLTETHYTENE FABRIC ON
FACE (B ML. THICK)
SECTION A -A
TEMPORARY "CULVERT CROSSING - PUMP AROUND"
FOR CULVERT INSTALLATION
NOTES
1) EROSION STONE TO BE 'CLASS I' RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
2) PUMP AND UNE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW SHOWN ON THE
CONSTRUCTION PLANS
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO ULTRAAOLET RAOIATION, TEARING AND
PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL (i.e. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR CULVERT CROSSING -PUMP AROUND
I) INSTALL PUMP AND UNE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA
DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT BACKFLOW INTO CONSTRUCTION
AREA.
3) INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE CONSTRUCTION AREA.
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC. DEPRESS TEMPORARY DAM BOTTOMS
INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL MN STREAM BOTTON.
5) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT TRAP, AND DEWATERING
BASIN.
GRAFHIC SCALE
10 20
40
80
( IN FEET )
1 inch = 20 ft.
PROJECT
TITLE: HUDSON WAY
GUILFORD COUNTY
ROCK CREEK TOWNSHIP GUILFORD COUNTY
WHITSETT, NORTH CAROLINA
DEVELOPER
KEYSTONE GROUP, INC.
3708 ALLIANCE DRIVE
OREENSBORO, NC 27407
CELL PHONE: [phone]
CONTACT: SCOTT WALLACE
—Shim 1974—
I Engineers Surveyors Phone's
now 336854 877 Tex 316854111176
PROJECT: 613-
I0E51Q! BY:
ORANN BY: OF
SHEET DESCRIPTION.
PERMANENT STREAM IMPACT #1
AND PERMANENT�7#�WETLAND
IMPACT 1"=20' �AC" MAP MAY 5. 2022
REVISIONS:
SHEET NO

PERMANENT
WETLAND IMPACT #3
(HATCHED AREA)
=60SF
647.50
647.50
644
642
640
639
637
633.50
GRAFHIC SCALE
( IN FEET )
1 inch = 30 ft.
643
641
639.50
638
PROJECT
DEVELOPER
GUILFORD COUNTY
ROCK CREEK TOWNSHIP GUILFORD COUNTY
WHITSETT, NORTH CAROLINA
KEYSTONE GROUP, INC.
3708 ALLIANCE DRIVE
OREENSBORO, NC 27407
CELL PHONE: [phone]
CONTACT: SCOTT WALLACE
—Shore t974—
I Engineers Surveyors Phone's
009 Omar Wye osmbon, NC27eA
now 316e544877 Tex 316e5481176
PROJECT: 810-14
ORANN BY: OF
aaAIA arnrxaA,m rr+exam aws uue
SHEET DESCRIPTION:
PERMANENT WETLAND
IMPACT #3 MAP
SCALE: 1"=3D MAY
REVISIONS:
5. 2022
41EET NO

TEMPORARY
WETLAND IMPACT #1
(HATCHED AREA)
= 354 SF
647.50
647.50
6 46 —1
LL$, 24'
645
643
641
640
639.50
633.50
GRAFHIC SCALE
( IN FEET )
1 inch = 30 ft.
PROJECT
DEVELOPER
GUILFORD COUNTY
ROCK CREEK TOWNSHIP GUILFORD COUNTY
WHITSETT, NORTH CAROLINA
KEYSTONE GROUP, INC.
3708 ALLIANCE DRIVE
OREENSBORO, NC 27407
CELL PHONE: [phone]
CONTACT: SCOTT WALLACE
—Shore 1974 —
Engineers Surveyors Phone's
4609 Uuedu Wye osmbon, NC27eA
now 316e544877 Tex 316e548676
PROJECT: 810-14
ORANN BY: OF
aaAIA arnrxaA,m rr+eeam PUNS uME
SHEET DESCRIPTION:
TEMPORARY WETLAND
IMPACT #1 MAP
SCALE: 1"=3D MAY
REVISIONS:
5. 2022
41EET NO

Action ID Number: SAW-2021-02294 County: Guilford
Permittee: Keystone Group Inc. (Attn: Scott Wallace)
Project Name: Hudson Way / 6341 Burlington Road / Whitsett / Guilford County / residential
Date Verification Issued: 05/16/2022
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

SAW-2021-02294
A. Determination of Jurisdiction:
1. ❑ There are waters, including wetlands on the above -described project area that may be subject to Section 404 of the Clean Water
Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
detennination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above -described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). This determination may be relied upon for a period not to exceed five years from the date of this notification, provided
there is no change in law or our published regulations or new information that warrants revision of this determination.
3. ❑ There are waters, including wetlands within the above -described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed
five years from the date of this notification, provided there is no change in law or our published regulations or new information
that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may
request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ® The jurisdictional areas within the above -described project area have been identified under a previous action. Please
reference jurisdictional determination issued 12/17/2021. Action ID: SAW-2021-00294.