20200647 Ver 1_USACE Permit and JD_20200706

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2018-01070 County: Guilford U.S.G.S. Quad: NC-Greensboro

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: Hunt Development Group, LLC
Attn: Charles Overby
Address: 8251 Ballard Road
Colfax, NC 27235

Size (acres) ~5.88 Nearest Town Greensboro
Nearest Waterway UT to North Buffalo Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.119137, -79.776487
Location description: The project area is located on the west side of Yanceyville Street, approximately 0.4 mile north of its
intersection with East Cone Boulevard, at 3305 Yanceyville Street, in Greensboro, Guilford County, North Carolina.

Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 20 linear feet
of stream channel (not considered a loss of waters of the US), and the temporary discharge of fill material into 0.112 acre of
riparian non-riverine wetlands (0.107 acre require a permanent conversion from forested to herbaceous wetlands) and 15
linear feet of stream channel, necessary for the installation of a sewer line to service the Yanceyville Apartments 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 12. Utility Line Activities

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 5/15/2020, and updated information provided via email on 7/9/2020, the enclosed
plans “Overall Perennial Stream/Wetland Impact Map Yanceyville Apartments”, “Perennial Stream/Wetland Impact Map
Yanceyville Apartments”, “Details Yanceyville Apartments”, and Sheet Nos. C-2.0, C-3.0, C-4.0, and C-4.1. 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] X 30or [e-mail].

Corps Regulatory Official: _____________________________________________________Date: 07/17/2020

Expiration Date of Verification: 03/18/2022
Date: 2020.07.17 07:10:33
-04'00'
SAW-2018-01070
SPECIAL CONDITIONS

1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.

2. Following installation of the authorized wetland impacts, these areas must be restored according
to the “Restoration Notes” on the attached plan sheet labeled “Overall Perennial Stream/Wetland
Impact Map Yanceyville Apartments.”

3. Please note that future impacts and/or phases of the Yanceyville Apartments development and
related activities associated with Corps Action ID: SAW-2018-01070 may be considered part of a
single and complete project, cumulative with impacts permitted during earlier phases with respect
to compensatory mitigation and Nationwide Permit thresholds.

Corps Regulatory Official: ______________ ______ ______ Date: 07/17/2020

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:
Jay Lawson, Progress Environmental Group, Inc., 120 Fayette Street, Winston-Salem, NC 27101
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd., Suite 300, Winston Salem NC 27105

Date: 2020.07.17
07:10:14 -04'00'
SAW-2018-01070
CompensatoryMitigationResponsibilityTransferForm

Permittee:HuntDevelopmentGroup,LLC(Attn:CharlesOverby) ActionID:SAWͲ2018Ͳ01070
ProjectName:YanceyvilleApartments/Greensboro/GuilfordCounty/residentialCounty:Guilford


InstructionstoPermittee:ThePermitteemustprovideacopyofthisformtotheMitigationSponsor,eitheranapprovedMitigation
BankortheNorthCarolinaDivisionofMitigationServices(NCDMS),whowillthensigntheformtoverifythetransferofthemitigation
responsibility.OncetheSponsorhassignedthisform,itisthePermittee’sresponsibilitytoensurethattotheU.S.ArmyCorpsof
Engineers(USACE)ProjectManageridentifiedonpagetwoisinreceiptofasignedcopyofthisformbeforeconductingauthorized
impacts,unlessotherwisespecifiedbelow.IfmorethanonemitigationSponsorwillbeusedtoprovidethemitigationassociatedwith
thepermit,oriftheimpactsand/orthemitigationwilloccurinmorethanone8ͲdigitHydrologicUnitCode(HUC),multipleformswill
beattachedtothepermit,andtheseparateformsforeachSponsorand/orHUCmustbeprovidedtotheappropriatemitigation
Sponsors.

InstructionstoSponsor:TheSponsormustverifythatthemitigationrequirements(credits)shownbelowareavailableattheidentified
site.Bysigningbelow,theSponsorisacceptingfullresponsibilityfortheidentifiedmitigation,regardlessofwhetherornottheyhave
receivedpaymentfromthePermittee.Oncetheformissigned,theSponsormustupdatethebankledgerandprovideacopyofthe
signedformandtheupdatedbankledgertothePermittee,theUSACEProjectManager,andtheWilmingtonDistrictMitigationOffice
(seecontactinformationonpage2).TheSponsormustalsocomplywithallreportingrequirementsestablishedintheirauthorizing
instrument.

PermittedImpactsandCompensatoryMitigationRequirements:
PermittedImpactsRequiringMitigation*8ͲdigitHUCandBasin:03030002,CapeFearRiverBasin
StreamImpacts(linearfeet)WetlandImpacts(acres)
WarmCoolColdRiparianRiverineRiparianNonͲRiverineNonͲRiparianCoastal
 0.107
*Ifmorethanonemitigationsponsorwillbeusedforthepermit,onlyincludeimpactstobemitigatedbythissponsor.

CompensatoryMitigationRequirements:8ͲdigitHUCandBasin:03030002,CapeFearRiverBasin
StreamMitigation(credits)WetlandMitigation(credits)
WarmCoolColdRiparianRiverineRiparianNonͲRiverineNonͲRiparianCoastal
0.107

MitigationSiteDebited:CaneCreekUmbrellaMitigationBankͲBethelBranchSite
(Listthenameofthebanktobedebited.Forumbrellabanks,alsolistthespecificsite.ForNCDMS,listNCDMS.IftheNCDMS
acceptanceletteridentifiesaspecificsite,alsolistthespecificsitetobedebited).

SectiontobecompletedbytheMitigationSponsor

StatementofMitigationLiabilityAcceptance:I,theundersigned,verifythatIamauthorizedtoapprovemitigationtransactionsfor
theMitigationSponsorshownbelow,andIcertifythattheSponsoragreestoacceptfullresponsibilityforprovidingthemitigation
identifiedinthisdocument(seethetableabove),associatedwiththeUSACEPermitteeandActionIDnumbershown.Ialsoverify
thatreleasedcredits(and/oradvancecreditsforNCDMS),asapprovedbytheUSACE,arecurrentlyavailableatthemitigationsite
identifiedabove.Further,IunderstandthatiftheSponsorfailstoprovidetherequiredcompensatorymitigation,theUSACE
WilmingtonDistrictEngineermaypursuemeasuresagainsttheSponsortoensurecomplianceassociatedwiththemitigation
requirements.

MitigationSponsorName:

NameofSponsor’sAuthorizedRepresentative:


SignatureofSponsor’sAuthorizedRepresentativeDateofSignature


SAW-2018-01070
ConditionsforTransferofCompensatoryMitigationCredit:
• OncethisdocumenthasbeensignedbytheMitigationSponsorandtheUSACEisinreceiptofthesignedform,thePermitteeis
nolongerresponsibleforprovidingthemitigationidentifiedinthisform,thoughthePermitteeremainsresponsibleforanyother
mitigationrequirementsstatedinthepermitconditions.
• Constructionwithinjurisdictionalareasauthorizedbythepermitidentifiedonpageoneofthisformcanbeginonlyafterthe
USACEisinreceiptofacopyofthisdocumentsignedbytheSponsor,confirmingthattheSponsorhasacceptedresponsibilityfor
providingthemitigationrequirementslistedherein.ForauthorizedimpactsconductedbytheNorthCarolinaDepartmentof
Transportation(NCDOT),constructionwithinjurisdictionalareasmayproceeduponpermitissuance;however,acopyofthisform
signedbytheSponsormustbeprovidedtotheUSACEwithin30daysofpermitissuance.NCDOTremainsfullyresponsibleforthe
mitigationuntiltheUSACEhasreceivedthisform,confirmingthattheSponsorhasacceptedresponsibilityforprovidingthe
mitigationrequirementslistedherein.
• SignedcopiesofthisdocumentmustberetainedbythePermittee,MitigationSponsor,andintheUSACEadministrativerecords
forboththepermitandtheBank/ILFInstrument.ItisthePermittee’sresponsibilitytoensurethattheUSACEProjectManager
(addressbelow)isprovidedwithasignedcopyofthisform.
• Ifchangesareproposedtothetype,amount,orlocationofmitigationafterthisformhasbeensignedandreturnedtotheUSACE,
theSponsormustobtaincaseͲbyͲcaseapprovalfromtheUSACEProjectManagerand/orNorthCarolinaInteragencyReviewTeam
(NCIRT).Ifapproved,highermitigationratiosmaybeapplied,aspercurrentDistrictguidanceandanewversionofthisformmust
becompletedandincludedintheUSACEadministrativerecordsforboththepermitandtheBank/ILFInstrument.

Comments/AdditionalConditions:AletterfromWildlandsHoldings,confirmingtheyarewillingandabletoaccepttheapplicant’s
compensatorymitigationresponsibility,dated5/14/2020wasincludedwiththepreconstructionnotification.

ThisformisnotvalidunlesssignedbelowbytheUSACEProjectManagerandbytheMitigationSponsoronPage1.Oncesigned,the
Sponsorshouldprovidecopiesofthisformalongwithanupdatedbankledgerto:1)thePermittee,2)theUSACEProjectManager
attheaddressbelow,and3)theWilmingtonDistrictMitigationOffice,Attn:ToddTugwell,11405FallsofNeuseRoad,WakeForest,
NC27587(email:[e-mail]).Questionsregardingthisformoranyofthepermitconditionsmaybedirectedto
theUSACEProjectManagerbelow.

USACEProjectManager:DavidE.Bailey
USACEFieldOffice:RaleighRegulatoryOffice
USArmyCorpsofEngineers
3331HeritageTradeDrive,Suite105
WakeForest,NorthCarolina27587
Email:[e-mail]



07/17/2020
USACEProjectManagerSignatureDateofSignature

CurrentWilmingtonDistrictmitigationguidance,includinginformationonmitigationratios,functionalassessments,andmitigation
banklocationandavailability,andcreditclassifications(includingstreamtemperatureandwetlandgroupings)isavailableat
http://ribits.usace.army.mil

Date: 2020.07.17
07:10:00 -04'00'
PROPOSED 3 STORYAPARTMENT BUILDING49 UNITSPROPOSED 3 STORYAPARTMENT BUILDING49 UNITSFFE 783.6FFE 778.5PROPOSED110' DMUEGREEN MOUNTAINENGINEERING, PLLC7A WENDY CTGREENSBORO, NC 27409Tel: [phone]CERTIFICATE #P-0826www.greenmountainengineers.comHUNT DEVELOPMENT GROUP, LLC8251 BALLARD ROADCOLFAX, NC 27235336-471-7835YANCYVILLE APARTMENTS3305 YANCEYVILLE STREETWETALANDS (TYP.)30' ZONE 1BUFFER20' ZONE 2BUFFER0'100'200'50'SCALE: 1" = 100'OVERALLPERENNIAL STREAM/ WETLAND IMPACT MAPYANCEYVILLE APARTMENTSRESTORATION NOTESPERMANENT WETLANDS IMPACTPERMANENT STREAM IMPACTTEMPORARY STREAM& WETLAND IMPACT
PROPOSED1
1
0
'
DMUEGREEN MOUNTAINENGINEERING, PLLC7A WENDY CTGREENSBORO, NC 27409Tel: [phone]CERTIFICATE #P-0826www.greenmountainengineers.comHUNT DEVELOPMENT GROUP, LLC8251 BALLARD ROADCOLFAX, NC 27235336-471-7835YANCYVILLE APARTMENTS3305 YANCEYVILLE STREET0'50'100'25'SCALE: 1" = 50'PERENNIAL STREAM/ WETLANDIMPACT MAPYANCEYVILLE APARTMENTSNOTEPERMANENT WETLANDS IMPACTTEMPORARY STREAM& WETLAND IMPACTPERMANENT STREAM IMPACT
HUNT DEVELOPMENT GROUP, LLC8251 BALLARD ROADCOLFAX, NC 27235336-471-7835YANCYVILLE APARTMENTS3305 YANCEYVILLE STREETDETAILSYANCEYVILLE APARTMENTS
GUEST
S
T
R
E
E
T10' STREET YARD6' PRIVACY FENCE
TYPE C LANDSCAPE YARD
20' BUILDING SETBACK
40' BUILDING SETBACK
PROPOSED 3 STORY
APARTMENT BUILDING
49 UNITS
PROPOSED 3 STORY
APARTMENT BUILDING
49 UNITSFFE 783.6
FFE 778.5
278.6'73.1'4" PVC SEWER
SERVICE 4" PVC SEWER
SERVICE
4" PVC SEWER
SERVICE 4" PVC SEWER
SERVICE
YANCEYVILLE STREET 60' PUBLIC R/WMAJOR THOROUGHFARE133.5' SEPARATION FROMGUEST ST. (F-F)SAND FILTER
35' BUILDING
SETBACK
R5
0
.
0
'
DOUBLE DUMPSTER PAD
COG STD. 1001
TYPE C LANDSCAPE YARD
PROPOSED 6"x8" TAPPING SLEEVE AND
VALVE. INSTALLED WITH OPEN CUT, TIE INE
AND REPAIR TO C.O.G. STANDARDS
PERMANENT
CHANNEL (PCH #2)
6"x4" TEE
6"x6" TEE, 6" VALVE &
HYDRANT
ABOVE GROUND
RPZ- BFP
GSO-15
PERMANENT CLEAN WATER
DIVERSION SWALE (CWD 1)
DA = ±3.35 AC
SEE SHEET 4.3 FOR DETAIL
& CALCULATIONS
SITE DISTANCETRIANGLESITE DISTANCETRIANGLER25.0'24.0'COG STD 416-B
DRIVEWAY
20.0'250.0'250.0'24.0'PROP. 20' SS ESMT.4,252 SF TO BE DEDICATED TO
THE CITY OF GREENSBORO
DMUE OVER & 15'
AROUND SAND FILTER
PROPOSED OPEN SPACE/TREE
CONSERVATION (35,370 SF)
SIDEWALK TO BE CONSTRUCTED
ALONG YANCEYVILLE STREET
WITH COG SIDEWALK PROJECT,
DWG NO. G-1255E
R/W & ESMT RECORDED IN
D.B. 7988 PG. 620
3'
5'
4.5'
PROP
O
S
E
D
110' DMUE
26.5'
20 BMP ACCESS EASEMENT
10' WIDE MAINTE
N
A
N
C
E

B
E
N
C
H
6"- 22.5° BEND
6"x6" TEE, 6" VALVE
& HYDRANT
6"x6" TEE, 6" VALVE &
HYDRANT6"x4" TEE
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO, NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF-SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI-FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50*1.25 + 48*1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13± AC
17. BUILT UPON AREA REMOVED=0.13± AC
18. PROPOSED BUILT UPON AREA= 2.05± AC
19. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2007.
19-077 COUNTY: GUILFORDMUNICIPALITY: GREENSBOROSTATE: NORTH CAROLINATOWNSHIP: GILMERGREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
YANCYVILLE APARTMENTS3305 YANCEYVILLE STREETC-2.0
SITE LAYOUT &
UTILITY PLAN40.0'9.0'18.0'24.0'40.0'40.0'RETAINING WALL
(DESIGNED BY OTHERS)
BEFORE YOU DIG !
CALL 811 N.C. ONE-CALL CENTER
IT'S THE LAW !ALLCON S T R U C T I O N MUSTCONFORM
T
O
T
H
E
UNDERG R O U N D U T ILITYPROTECTIO
N
A
C
T
2" DIP WATER
SERVICE 4" DIP FIRE SERVICE & FDC
LOCATION
21
18
9
5 13
7
20
13
5
9 15
2" DIP WATER SERVICE
4" DIP FIRE
SERVICE &
FDC LOCATION
PERMANENT
CLEAN WATER
DIVERSION SWALE
(CWD #1)
2" RPZ
BACK-FLOW
PREVENTER
2" WATER
METER
2" WATER
METER
SITE KEY NOTES
PLUMBING PERMIT NOTICE:
PLUMBING INSPECTION REQUIRED ON 2" WATER SERVICE AND 4"
SEWER SERVICE . CALL DEVELOPMENT SERVICES AT 336-373-2155
FOR PERMIT.
CONSTRUCTION INSPECTION:
CONSTRUCTION INSPECTION REQUIRED FOR 6" WATER LINE AND 8"
SANITARY SEWER. CALL 336-373-2377 TO SCHEDULE INSPECTOR.
NOTE - MAILBOX CBU'S ARE TO BE LOCATED INSIDE THE BREEZEWAY
FOR EACH BUILDING. BREEZEWAY MUST BE ACCESSIBLE BY USPS.
DA = 400 AC
C = 0.65
I100 = 6.58
Q100 = 1,711 CFS
TOP OF
BANKTOP OF
BANK
T
O
P

O
F

B
A
N
K
T
O
P

O
F

B
A
N
K 15' STORMDRAINAGEEASEMENT15.0'STORMDRAINAGEEASEMENT20' SEWEREASEMENT
PROPOSED 3 STORY
APARTMENT BUILDING
49 UNITS
PROPOSED 3 STORY
APARTMENT BUILDING
49 UNITSFFE 783.6
FFE 778.5
TG= 767.0
BG= 767.75
278.6'73.1'YANCEYVILLE STREET 60' PUBLIC R/WMAJOR THOROUGHFAREPERMANENT
CHANNEL (PCH #2)
TG= 773.8
BG= 767.75
TG= 774.5
BG= 767.75
TG= 767.75
BG= 767.75
PERMANENT CLEAN WATER
DIVERSION SWALE (CWD 1)
DA = ±3.35 AC
SEE SHEET 4.3 FOR DETAIL
& CALCULATIONS
DMUE OVER & 15'
AROUND SAND FILTER
PEN SPACE/TREE
ON (35,370 SF)
20 BMP ACCESS EASEMENT
10' WIDE MAINT
E
N
A
N
C
E

B
E
N
C
H
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO, NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF-SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI-FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50*1.25 + 48*1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13± AC
17. BUILT UPON AREA REMOVED=0.13± AC
18. PROPOSED BUILT UPON AREA= 2.05± AC
19. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2007.
19-077 COUNTY: GUILFORDMUNICIPALITY: GREENSBOROSTATE: NORTH CAROLINATOWNSHIP: GILMERGREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
YANCYVILLE APARTMENTS3305 YANCEYVILLE STREETC-3.0
GRADING &
DRAINAGE PLAN
PERMANENT
CWD #1
SLOPE
STABILIZATION
MATTING
SLOPE
STABILIZATION
MATTING
RETAINING WALL TO BE
DESIGNED BY OTHERS
TG= TOP GRADE OF WALL
BG= BOTTOM GRADE OF WALL
FES 2 (15" RCP)
INV OUT: 757.00
FES 1 (18" RCP)
INV OUT: 764.50
SLOPE
STABILIZATION
MATTING
NOTES:
ALL NECESSARY APPROVALS HAVE BEEN/WILL BE
OBTAINED FROM THE STATE AND CORPS FOR
ANY STREAM CROSSINGS/WETLAND
DISTURBANCE.
ALL ROOF DRAINS REQUIRE SPLASH BLOCKS.
STP-1 DETAIL
DIVERSION SWALE SHALL NOT BE
DIRECTED OVER PROPERTY LINE 24"24"
CONTROL
JOINTS
PERMANENT
CWD #2
PERMANENT
CWD #3 15.0'STORMDRAINAGEEASEMENT15.0'STORMDRAINAGEEASEMENT’15.0'STORMDRAINAGEEASEMENT
GUEST
S
T
R
E
E
TYANCEYVILLE STREET 60' PUBLIC R/WMAJOR THOROUGHFAREPROPOSED OPEN SPACE/TREE
CONSERVATION (35,370 SF)
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO, NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF-SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI-FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50*1.25 + 48*1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13± AC
17. BUILT UPON AREA REMOVED=0.13± AC
18. PROPOSED BUILT UPON AREA= 2.05± AC
19. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2007.
19-077 COUNTY: GUILFORDMUNICIPALITY: GREENSBOROSTATE: NORTH CAROLINATOWNSHIP: GILMERGREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
YANCYVILLE APARTMENTS3305 YANCEYVILLE STREETC-4.0
SEDIMENT BASIN
EROSION &
SEDIMENT
CONTROL PLAN
INITIAL
CONDITIONS
PERMANENT
CLEAN WATER
DIVERSION SWALE
(CWD #1)
DA = ±3.35 AC
SEE SHEET 4.3 FOR
DETAIL &
CALCULATIONS
TEMPORARY
DIVERSION SWALE
EROSION CONTROL LEGEND
PROP TREELINE
EXISTING TREELINE
TEMPORARY SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
INLET PROTECTION
LIMITS OF LAND DISTURBANCE
(CLEARING LIMITS)
SEDIMENT BASIN DRAINAGE
AREA DELINEATION LINE
TEMPORARY DIVERSION BERM
(X MARKS GRADE BREAK)
SEDIMENT BASIN BAFFLE
TEMPORARY SLOPE DRAIN w/
DONUT INLET PROTECTION
RIP-RAP OUTLET PROTECTION
SKIMMER
TEMPORARY SILT FENCE WITH
TEMPORARY STONE OUTLET
EROSION CONTROL MAINTENANCE PLAN
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND
FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME
HAS REACHED 50% OF STORAGE CAPACITY.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT
FENCE WHEN DEPTH EXCEEDS APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE
AS NECESSARY.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
CONSTRUCTION INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR
BERMS AS REQURED.
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF
INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES.
CONCRETE WASHOUT
·
·
·
·
·
·
TEMPORARY
CONSTRUCTION
ENTRANCE
PER COG STD. 436
’
GUEST
S
T
R
E
E
T
PROPOSED 3 STORY
APARTMENT BUILDING
49 UNITS
PROPOSED 3 STORY
APARTMENT BUILDING
49 UNITSFFE 783.6
FFE 778.5
YANCEYVILLE STREET 60' PUBLIC R/WMAJOR THOROUGHFAREPERMANENT
CHANNEL (PCH #2)
PERMANENT CLEAN WATER
DIVERSION SWALE (CWD 1)
DA = ±3.35 AC
SEE SHEET 4.3 FOR DETAIL
& CALCULATIONS
PROP. 20' SS ESMT.DMUE OVER & 15'
AROUND SAND FILTER
PROPOSED OPEN SPACE/TREE
CONSERVATION (35,370 SF)
PROP
O
S
E
D
110' DMUE
20 BMP ACCESS EASEMENT
SITE DATA:
1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREET
GREENSBORO, NC
2. PIN: 7876037139
CHARLES C. OVERBY, III
D.B. 7656 PG. 1713
P.B. 11 PG. 12 LOTS 23 & 24
3. TOTAL AREA: 5.88 ACRES
AREA ACQUIRED BY GDOT: 1287 SF
AREA TO BE DEDICATED: 4252 SF
4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATION
LOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.
5. TOPOGRAPHY SHOWN OFF-SITE WAS TAKEN FROM AVAILABLE
GIS
6. WETLANDS SHOWN WERE DELINEATED BY PROGRESS
ENVIRONMENTAL INC.
7. ZONING: CD-RM-18, CD5125 AMENDMENT
ZONING CONDITIONS:
USES LIMITED TO MULTI-FAMILY RESIDENTIAL USES.
BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.
A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BE
CONSTRUCTED BETWEEN ANY PERMANENT SITE
IMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,
OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERN
PROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTY
PARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILE
STREET.
8. PROPOSED GROSS FLOOR AREA: 38,230 SF
9. PROPOSED LAND USE:
APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)
10. OPEN SPACE REQUIREMENTS:
435 SF PER DWELLING UNIT= 41,760 SF
11. PARKING REQUIREMENTS:
50*1.25 + 48*1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLE
PARKING PROVIDED:
135 SPACES INCL. 6 ACCESSIBLE
12. LAT/LONG (AT PROPOSED ENTRANCE):
N36° 07' 08", W79° 46' 27"
13. LANDSCAPE BUFFER REQUIREMENTS:
STREET YARD: 10' WIDTH
PERIMETER: 15' TYPE C
14. SOILS DATA:
VUB, CFB
15. DISTURBED AREA: 3.78 ACRES
16. EXISTING BUILT UPON AREA= 0.13± AC
17. BUILT UPON AREA REMOVED=0.13± AC
18. PROPOSED BUILT UPON AREA= 2.05± AC
19. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:
3710787600J DATED: JULY 18TH 2007.
19-077 COUNTY: GUILFORDMUNICIPALITY: GREENSBOROSTATE: NORTH CAROLINATOWNSHIP: GILMERGREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
HUNT DEVELOPMENT
GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
YANCYVILLE APARTMENTS3305 YANCEYVILLE STREETC-4.1
EROSION &
SEDIMENT
CONTROL PLAN
GRADED
CONDITIONS
7
SEDIMENT BASIN
EROSION CONTROL LEGEND
PROP TREELINE
EXISTING TREELINE
TEMPORARY SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
INLET PROTECTION
LIMITS OF LAND DISTURBANCE
(CLEARING LIMITS)
SEDIMENT BASIN DRAINAGE
AREA DELINEATION LINE
TEMPORARY DIVERSION BERM
(X MARKS GRADE BREAK)
SEDIMENT BASIN BAFFLE
TEMPORARY SLOPE DRAIN w/
DONUT INLET PROTECTION
RIP-RAP OUTLET PROTECTION
SKIMMER
TEMPORARY SILT FENCE WITH
TEMPORARY STONE OUTLET
EROSION CONTROL MAINTENANCE PLAN
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND FUNCTION EACH
WEEK AND FOLLOWING EACH RAINFALL EVENT.
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME HAS REACHED
50% OF STORAGE CAPACITY.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN
DEPTH EXCEEDS APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE AS NECESSARY.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER CONSTRUCTION
INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR BERMS AS REQURED.
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF INSPECTIONS IN
ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR
CONSTRUCTION ACTIVITIES.
CONCRETE WASHOUT
PERMANENT
CWD #1
SLOPE
STABILIZATION
MATTING
SLOPE STABILIZATION
MATTING
SILT
FENCE
(TYP.)
FES-2
FES-1
SILT FENCE (TYP.)
SAW-2018-01070
Determination of Jurisdiction:
A. ܈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 determination 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.

B. ܆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). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.

C. ܆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). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.

D. ܆The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: .
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 07/17/2020.
Remarks: None.

E. Attention USDA Program Participants

This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.

F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).

This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: ______________________________________________________
David E. Bailey
Date of JD: 07/17/2020 Expiration Date of JD: N/A
Date: 2020.07.17
07:09:10 -04'00'
SAW-2018-01070

Action ID Number: SAW-2018-01070 County: Guilford

Permittee: Hunt Development Group, LLC (Attn: Charles Overby)

Project Name: Yanceyville Apartments / Greensboro / Guilford County / residential

Date Verification Issued: 07/17/2020

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

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 7/17/2020

B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Charles Overby, 8251 Ballard Road, NC, 27235.

C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Yanceyville Apartments / Charles Overby / 3305
Yanceyville Street / Greensboro / Guilford County / residential, SAW-2018-01070

D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Guilford County City: Greensboro
Center coordinates of site (lat/long in degree decimal format): Lat.: 36.119136904148 0 Long.: -79.7764869103738 0
Universal Transverse Mercator:
Name of nearest waterbody: UT to North Buffalo Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s): 3/8/2018
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.

Site Number Latitude
(decimal
degrees)
Longitude
(decimal degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non-
wetland waters)
Geographic authority to
which the aquatic resource
“may be” subject (i.e.,
Section 404 or Section
10/404)
Stream S-1 36.119028 -79.778011 245 lf non-wetland water 404
Wetland 36.119015 -79.777441 1.6 acres wetland 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.

2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non-reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD, which does not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)

Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Aerial, soils, and topo (Progress Environmental)
Data sheets prepared/submitted by or on behalf of the PJD requestor.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report. Rationale:
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: 1:24, 000 Greensboro Quad
Natural Resources Conservation Service Soil Survey. Citation: Guilford Co. Soil Survey
National wetlands inventory map(s). Cite name: _
State/local wetland inventory map(s): _
FEMA/FIRM maps: _
100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
Photographs: Aerial (Name & Date): Guilford Co. GIS
or Other (Name & Date): Site Photos (1/17/2018)
Previous determination(s). File no. and date of response letter:
Other information (please specify): QL2 LiDAR (NC Floodmaps)

IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional
determinations.

Signature and date of Regulatory
staff member completing PJD
Signature and date of person
requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable) 1

1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action.
Date: 2020.07.17
07:06:59 -04'00'
PROPOSED OPEN SPACE/TREECONSERVATION (35,370 SF)SITE DATA:1. PROPERTY ADDRESS: 3305 YANCEYVILLE STREETGREENSBORO, NC2. PIN: 7876037139CHARLES C. OVERBY, IIID.B. 7656 PG. 1713P.B. 11 PG. 12 LOTS 23 & 243. TOTAL AREA: 5.88 ACRESAREA ACQUIRED BY GDOT: 1287 SFAREA TO BE DEDICATED: 4252 SF4. BOUNDARY INFORMATION AND TOPOGRAPHIC INFORMATIONLOCATED BY GREEN MOUNTAIN ENGINEERING, PLLC.5. TOPOGRAPHY SHOWN OFF-SITE WAS TAKEN FROM AVAILABLEGIS6. WETLANDS SHOWN WERE DELINEATED BY PROGRESSENVIRONMENTAL INC.7. ZONING: CD-RM-18, CD5125 AMENDMENTZONING CONDITIONS:USES LIMITED TO MULTI-FAMILY RESIDENTIAL USES.BUILDINGS SHALL BE A MAXIMUM OF 50 FEET IN HEIGHT.A MINIMUM 6 FOOT TALL OPAQUE FENCE SHALL BECONSTRUCTED BETWEEN ANY PERMANENT SITEIMPROVEMENTS (I.E. BUILDINGS, PARKING AREAS,OUTDOOR RECREATION AREAS, ETC.) AND THE SOUTHERNPROPERTY BOUNDARY ADJACENT TO GUILFORD COUNTYPARCEL NUMBER 5631, ALSO KNOWN AS 3305 YANCEYVILESTREET.8. PROPOSED GROSS FLOOR AREA: 38,230 SF9. PROPOSED LAND USE:APARTMENTS, 98 UNITS (50 1 BR, 48 2 BR)10. OPEN SPACE REQUIREMENTS: 435 SF PER DWELLING UNIT= 41,760 SF11. PARKING REQUIREMENTS:50*1.25 + 48*1.5 = 135 SPACES REQUIRED INCL 6 ACCESSIBLEPARKING PROVIDED:135 SPACES INCL. 6 ACCESSIBLE12. LAT/LONG (AT PROPOSED ENTRANCE): N36° 07' 08", W79° 46' 27"13. LANDSCAPE BUFFER REQUIREMENTS:STREET YARD: 10' WIDTHPERIMETER: 15' TYPE C14. SOILS DATA:VUB, CFB15. DISTURBED AREA: 3.78 ACRES16. EXISTING BUILT UPON AREA= 0.13± AC17. PROPOSED BUILT UPON AREA= 2.14± AC18. THIS PROPERTY IS LOCATED IN ZONE "X" AS DETERMINED BYTHE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP NO.:3710787600J DATED: JULY 18TH 2007.19-077COUNTY: GUILFORD
MUNICIPALITY: GREENSBORO STATE: NORTH CAROLINA
TOWNSHIP: GILMER GREEN MOUNTAINENGINEERING, PLLC7A WENDY CTGREENSBORO, NC 27409Tel: [phone]CERTIFICATE #P-0826www.greenmountainengineers.comHUNT DEVELOPMENTGROUP, LLC8251 BALLARD ROADCOLFAX, NC 27235336-471-7835YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREETC-1.0EXISTINGCONDITIONSPLANBEFORE YOU DIG !CALL 811 N.C. ONE-CALL CENTERIT'S THE LAW !ALL
C
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ST
RUCTIONMUSTCONFORMTOTHEUN
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ROUNDUTILITYPROTECTIONACT’ TOP OF BANKTOP OF BANKTOP OF BANKTOP OF BANK
Strickland, Bev
From: Jay Lawson <[e-mail]>
Sent: Monday, July 6, 2020 9:17 AM
To: [e-mail]
Cc: Homewood, Sue; [e-mail]; Aprile, Terri;
[e-mail]
Subject: [External] Re: Request for Additional Information - Yanceyville Apartments, 3305
Yanceyville Street, Greensboro, Guilford County; SAW-2018-01070
Attachments: 19-077 YANCEVILLE-STREAM IMPACT (1)_07-2020.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Hey Dave,
Hope you had a good 4th. See responses below (and attached). Let me know if you need additional information. Thanks!
1. In addition to the wetland and stream impacts proposed for the sewer line, it appears that a fill slope and rip rap
pad extends slightly into wetlands related to stormwater facility fill slopes and outlet: I have moved the rip rap
and the fill slope outside of the wetlands.
a. These impacts are not reported in the PCN provided, nor are that indicated on the plans provided
(Sheets C-2.0, C-4.0, and C-4.1); These are no longer impacts to the existing wetlands
b. It appears that additional design actions could be implemented (per NWP General Condition 23(a) and
(b)) to avoid and/or minimize these additional wetland impacts, such as steepening fill slopes, add
additional retaining walls, etc; The slope at this location has has been steepened to 2.5:1 to not impact
the wetlands
c. If it is not practicable (based on costs, logistics, technology) to avoid these additional wetland impacts,
provide justification for Corps evaluation. Note that NWP 12 cannot authorize these additional impacts
as they are not related to utility line activities. Further, NWP 29 cannot be used for these additional
impacts due to NWP 29 Regional Condition 4.1.1. Rather, NWP 18 would have to be requested if these
additional impacts can be justified; These are no longer impacts to the existing wetlands
2. Please clarify whether or not the permanent wetland impacts due to the utility line are only due to permanent
conversion from a forested wetland to an herbaceous wetland, or whether permanent above -grade fill is
proposed in these wetlands for the sewer line. See plan sheets (attached).
3. Will the entirety of the proposed sewer corridor through wetlands (all 0.087 acre) be permanently maintained,
or only a portion of it? If the latter is true, please itemize the permanent conversion corridor out from the
construction corridor on the PCN. The entirety of the proposed sewer through the wetlands will be permanently
maintained.
4. Update the "Overall Perennial Stream/Wetland Impact Map" and "Perennial Stream/Wetland Impact Map" to
clearly show (i.e. shade) the proposed wetland impacts, and provide different shading/labeling for temporary
and permanent wetland impacts. I have shaded the wetland impacts and stream impacts on the overall stream
impact sheet and, added the shading of the wetland impacts to the 2nd impact sheet. The temporary wetland
impact is from the coffer dam of the pump around method. This was counted in the temporary stream impact
instead of the wetland impact in the calculation table. If this needs to be done differently, please let me know.

5. Provide a wetland restoration plan for the proposed sewer line wetland impacts, including returning the site to
preconstruction grade/contour, backfilling the top 6-12 inches of the trench with topsoil from the trench, and
seeding with a regionally appropriate native wetland/riparian seed mix. See plan sheets (attached).
Jay Lawson
Director of Ecological Services
Progress Environmental
P.O. Box 5884
Winston-Salem, North Carolina 27113
Office 336.722.9999
Fax [phone]
On Thu, Jun 11, 2020 at 12:19 PM Bailey, David E CIV USARMY CESAW (USA)
<[e-mail]> wrote:
1 All,
Thank you for your PCN and attached information, dated 5/15/2020, for the above referenced project. I have
reviewed the information and need clarification before proceeding with verifying the use of Nationwide Permit
(NWP) 12 (http://saw-reg.usace.army.mil/NWP2017/2017NWP12.pdf [saw-reg.usace.army. mill). Please
submit the requested information below (via e-mail is fine) within 30 days of receipt of this Notification,
otherwise we may deny verification of the use of the Nationwide Permit or consider your application
withdrawn and close the file:
1. In addition to the wetland and stream impacts proposed for the sewer line, it appears that a fill slope and
rip rap pad extends slightly into wetlands related to stormwater facility fill slopes and outlet:
a. These impacts are not reported in the PCN provided, nor are that indicated on the plans provided
(Sheets C-2.0, C-4.0, and C-4.1);
b. It appears that additional design actions could be implemented (per NWP General Condition
23(a) and (b)) to avoid and/or minimize these additional wetland impacts, such as steepening fill
slopes, add additional retaining walls, etc;
c. If it is not practicable (based on costs, logistics, technology) to avoid these additional wetland
impacts, provide justification for Corps evaluation. Note that NWP 12 cannot authorize these
additional impacts as they are not related to utility line activities. Further, NWP 29 cannot be
used for these additional impacts due to NWP 29 Regional Condition 4.1.1. Rather, NWP 18
would have to be requested if these additional impacts can be justified;
2. Please clarify whether or not the permanent wetland impacts due to the utility line are only due to
permanent conversion from a forested wetland to an herbaceous wetland, or whether permanent above -
grade fill is proposed in these wetlands for the sewer line.

3. Will the entirety of the proposed sewer corridor through wetlands (all 0.087 acre) be permanently
maintained, or only a portion of it? If the latter is true, please itemize the permanent conversion
corridor out from the construction corridor on the PCN.
4. Update the "Overall Perennial Stream/Wetland Impact Map" and "Perennial Stream/Wetland Impact
Map" to clearly show (i.e. shade) the proposed wetland impacts, and provide different shading/labeling
for temporary and permanent wetland impacts.
5. Provide a wetland restoration plan for the proposed sewer line wetland impacts, including returning the
site to preconstruction grade/contour, backfilling the top 6-12 inches of the trench with topsoil from the
trench, and seeding with a regionally appropriate native wetland/riparian seed mix.
Please let me know if you have any questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service
Survey is located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136*0 [corpsmapumsace.army. mil]
Thank you for taking the time to visit this site and complete the survey.

91
'. jj
PROPOSED 3 STORY
49 UNITS
r " I
PROPOSED 3 STORY
fSTREAM FEE 783.6
/ WETLANT
..49 UN ITS
oil
Ilk
NC NAD83
NSRS 2011
0' 50' 100' 200'
SCALE: 1" = 100'
YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREET
HUNT DEVELOPMENT GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
PERMANENT
WETLANDS
IMPACT
7
PERMANENT WETLANDS IMPACT
PERMANENT STREAM IMPACT
TEMPORARY STREAM
& WETLAND IMPACT
1. THE IMPACTED AREAS SHALL BE RETURNED TO PRE —CONSTRUCTION CONDITIONS AFTER UTILITY
INSTALLATION IS COMPLETE.
2. THE UTILITY LINE TRENCH SHALL BE BACKFILLED WITH THE TOP 6-12 INCHES WITH TOPSOIL THAT
WAS EXCAVATED FROM THE TRENCH.
3. AREA WILL BE SEEDED WITH A PRODUCT SIMILAR TO THE FOLLOWING:
26% Sorghastrum nutans, 25% Panicum anceps, 20% Elymus virginicus, 20% Panicum
clandestinum, 4% Chamaecrista fasciculata, 2% Hibiscus moscheutos, 1% Juncus effusus,
STREAM IMPACT
TYPE
LINEAR STREAM
IMPACT
WETLAND IMPACT
ZONE 1 IMPACT
ZONE 2 IMPACT
ZONE
(SQUARE FEET)
(SQUARE FEET)
(FEET)
(SQUARE FEET)
PERMANENT SEWER
20
3,771
1,789
933
CROSSING
TEMP. PUMP
15
450
450
—
AROUND IMPACT
OVERALL
PERENNIAL STREAM/ WETLAND IMPACT MAP
YANCEYVILLE APARTMENTS
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com

c,
• �� •�
TEMPORARY SILT FENCE
�I
� d450 SF OF RIP RAP
JEMPORARY
WETLAND IMPACT
Wt. �'-�STREAM IMPACT
•• JFI
-
NC NAD83
NSRS 2011
NOTE
1. WETLANDS AND STREAM VERIFIED BY
PROGRESS ENVIRONMENTAL WITH
USACE AND NCDEQ—DWR. GREEN
MOUNTIAN ENGINEERING, PLLC. FIELD
LOCATED THE VERIFIED WETLAND AND
STREAM FLAGS PLACED BY PROGRESS
ENVIRONMENTAL INC.
® PERMANENT WETLANDS IMPACT
TEMPORARY STREAM
& WETLAND IMPACT
STREAM IMPACT
LINEAR STREAM
WETLAND IMPACT
TYPE
IMPACT
ZONE
ZONE 1 IMPACT
ZONE 2 IMPACT
(SQUARE FEET)
(SQUARE FEET)
(FEET)
(SQUARE FEET)
SEWER CROSSING
20
3,771
1,789
933
TEMP. PUMP
15
450
450
—
AROUND IMPACT
0' 25' 50' 100,
SCALE: 1" = 50'
YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREET
HUNT DEVELOPMENT GROUP, LLC
8251 BALLARD ROAD
COLFAX, INC 27235
336-471-7835
PERENNIAL STREAM/ WETLAND
IMPACT MAP
YANCEYVILLE APARTMENTS
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, INC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com

PLAN VIEW NA7H SLOPE STABIL17AMON
NOT TO SCALE
6. AFTER THE SANITARY SEWER LINE IS PLACED
UNDER AND ACROSS THE STREAM, REBUILD
STREAM BANKS AND ARMOR THEM WITH
a
RIP —RAP, (SEE CROSS SECTION DETAIL ON THIS
o3
LL
rn
SHEET).
I_8
1 MEW VA7H P
NOT TO SCALE
1. BEGIN STREAM CROSSING IN THE MORNING ON A DAY WHEN
THERE IS NO CHANCE FOR RAIN.
2. SET UP HIGH —CAPACITY PUMP AND SAND —BAG BERM
SYSTEM AS SHOWN.
3. INSTALL SPLASH OUTLET AT DISCHARGE END OF PIPE, (SEE
DETAIL).
4. OPERATE PUMP AS NEEDED, CONTINUOUS OR PERIODICALLY
DEPENDING ON FLOWS.
5. SECURE PUMP INFLOW AND OUTFLOW PIPES IN PLACE WITH
STAKES AND CABLE OR ROPES AS NEEDED TO PREVENT
MOVEMENT.
YANCYVILLE APARTMENTS
3305 YANCEYVILLE STREET
HUNT DEVELOPMENT GROUP, LLC
8251 BALLARD ROAD
COLFAX, NC 27235
336-471-7835
GO'-
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NCNCUTIRC BASE
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STRUCTURE
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NTS
DETAILS
YANCEYVILLE APARTMENTS
+
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EMBED INTO PRECAST 4• MIN.
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PREGAST DIFFERS 1HNi a IS SHOW
UDIMENSIONS EED TBE ADJUHSO T
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UD
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DURING K SFAL
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CONCRETE COLLAR ELEVATION
NTS