20221192 Ver 1_2022-02049 NWP 29 and 18 Tearsheet_20221227

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT

Action Id. SAW-2022-02049 County: Lee U.S.G.S. Quad: NC-Sanford

GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION

Permittee: Forge Investment Group
Attn: Mark Lyczkowski
Address: 709 Croswell Court
Whitsett, NC 27377

Size (acres) ~33.61 Nearest Town Sanford
Nearest Waterway UT to Persimmon Creek River Basin Cape Fear
USGS HUC 03030003 Coordinates 35.468531, -79.220755
Location description: The project area is located in the southeastern quadrant of the intersection of NC Highway 42 and South
Franklin Drive, at 125 South Franklin Drive in Sanford, Lee County, North Carolina.

Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.19 acre of
riparian non-riverine wetlands (0.008 acre of which are for stormwater management facilities), and the temporary discharge
of fill material into 0.026 acre of riparian non-riverine wetlands, necessary to construct access and infrastructure for the
Wicker Farm 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 / NWP 18. Minor Discharges

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 9/1/2022, additional information submitted via email on 11/18/2022, and the
enclosed plans “Wicker Farm” Sheet Nos. CWI-0.0, CWI-1.0, CWI-2.0, CWI-2.01, CWI-2.1, CWI-2.2, CWI-2.3, CWI-2.4, CWI-
2.5, CWI-2.6, CWI-2.7, CWI-2.8, and CWI-2.9 dated 11/14/2022. 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] or [e-mail].

Corps Regulatory Official: _____________________________________________________Date: 12/27/2022

Expiration Date of Verification: 3/14/2026
Date: 2022.12.27 12:14:06 -05'00'
SAW-2022-02049

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. No discharges of dredged or fill material are authorized by this permit verification for the
purposes of installation of utility lines, including sewer. Stream impacts for the sewer line crossing
of Stream M must be avoided through the use of trenchless techniques such as jack and bore, as
shown on Sheet No. CWI-2.4, CWI-2.5, and CWI-2.6 of the enclosed plans.

3. Groundwater base flow below the authorized impact limits at Impact 1 must be maintained per
the “Filter Diaphragm Detail” as shown on Sheet No. CWI-2.9 of the enclosed plans.

4. Surface water flow below the authorized impact limits at Impacts 1, 2A, and 2B must be
maintained per culvert outlets as shown on Sheet Nos. CWI-2.1 and CWI-2.2 of the enclosed
plans.

5. All authorized temporary wetland impacts, as shown on Sheet Nos. CWI-2.1, CWI-2.2, and CWI-
2.3 of the enclosed plans, must be restored to original grade and contour and stabilized with
regionally appropriate native wetland seed mix and natural fiber matting.

6. Please note that the Wicker Farm residential development is considered cumulative with all
current and future phases of the of this development with respect to compensatory mitigation and
Nationwide Permit thresholds. As such, impacts permitted for this project (SAW-2022-02049) are
considered cumulative with impacts proposed for any future phases. Current cumulative impacts
to waters of the US for the Wicker Farm single and complete project include a total loss of 0.019
acre of wetlands (0.008 acre of which are for stormwater management facilities), or a total loss of
waters of the US of 0.019 acre.

Corps Regulatory Official: ______________ ______ ______ Date: 12/27/2022

Expiration Date of Verification: 3/14/2026

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:
Kate Hefner, Timmons Group, [e-mail]
Zachary Thomas, NCDEQ-NCDWR, [e-mail]

Date: 2022.12.27
12:13:49 -05'00'
U.S.ARMYCORPSOFENGINEERS
WilmingtonDistrict

Page 1 of 2 Form Version 10 June 2020_updated
CompensatoryMitigationResponsibilityTransferForm

Permittee:ForgeInvestmentGroup,Attn:MarkLyczkowski ActionID:SAWͲ2022Ͳ02049
ProjectName:WickerFarm/125SouthFranklinDrive/Sanford/residentialCounty:Lee

InstructionstoPermittee:ThePermitteemustprovideacopyofthisformtotheMitigationSponsor,eitheranapproved
MitigationBankortheNorthCarolinaDivisionofMitigationServices(NCDMS),whowillthensigntheformtoverifythe
transferofthemitigationresponsibility.OncetheSponsorhassignedthisform,itisthePermittee’sresponsibilitytoensure
thatWilmingtonDistrictProjectManageridentifiedonpagetwoisinreceiptofasignedcopyofthisformbeforeconducting
authorizedimpacts,unlessotherwisespecifiedbelow.IfmorethanoneMitigationSponsorwillbeusedtoprovidethe
mitigationassociatedwiththepermit,oriftheimpactsand/orthemitigationwilloccurinmorethanone8ͲdigitHydrologic
UnitCode(HUC),multipleformswillbeattachedtothepermit,andtheseparateformsforeachSponsorand/orHUCmust
beprovidedtotheappropriateMitigationSponsors.

InstructionstoSponsor:TheSponsorverifiesthatthemitigationrequirements(credits)shownbelowhavebeenreleased
andareavailableattheidentifiedsite.Bysigningbelow,theSponsorisacceptingfullresponsibilityfortheidentified
mitigation,regardlessofwhethertheyhavereceivedpaymentfromthePermittee.Oncetheformissigned,theSponsor
mustupdatethebankledgerandprovideacopyofthesignedformandtheupdatedledgertothePermittee,theProject
Managerwhoissuedthepermit,theBankProjectManager,andtheDistrictMitigationOffice(seecontactinformationon
page2).TheSponsormustalsocomplywithallreportingrequirementsestablishedintheirauthorizinginstrument.

PermittedImpactsandCompensatoryMitigationRequirements:

PermittedImpactsRequiringMitigation*8ͲdigitHUCandBasin:03030003,CapeFearRiverBasin
StreamImpacts(linearfeet)WetlandImpacts(acres)
WarmCoolColdRiparianRiverineRiparianNonͲRiverineNonͲRiparianCoastal
 0.19
*Ifmorethanonemitigationsponsorwillbeusedforthepermit,onlyincludeimpactstobemitigatedbythissponsor.

CompensatoryMitigationRequirements:8ͲdigitHUCandBasin:03030003,CapeFearRiverBasin
StreamMitigation(credits)WetlandMitigation(credits)
WarmCoolColdRiparianRiverineRiparianNonͲRiverineNonͲRiparianCoastal
0.38

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

SectiontobecompletedbytheMitigationSponsor

StatementofMitigationLiabilityAcceptance:I,theundersigned,verifythatIamauthorizedtoapprovemitigation
transactionsfortheMitigationSponsorshownbelow,andIcertifythattheSponsoragreestoacceptfullresponsibilityfor
providingthemitigationidentifiedinthisdocument(seethetableabove),associatedwiththeUSACEPermitteeandAction
IDnumbershown.Ialsoverifythatreleasedcredits(and/oradvancecreditsforNCDMS),asapprovedbytheWilmington
District,arecurrentlyavailableatthemitigationsiteidentifiedabove.Further,IunderstandthatiftheSponsorfailstoprovide
therequiredcompensatorymitigation,theUSACEWilmingtonDistrictEngineermaypursuemeasuresagainsttheSponsorto
ensurecomplianceassociatedwiththemitigationrequirements.

MitigationSponsorName:

NameofSponsor’sAuthorizedRepresentative:


SignatureofSponsor’sAuthorizedRepresentativeDateofSignature

CESAW-RG (File Number, SAW-2022-02049)

ConditionsforTransferofCompensatoryMitigationCredit:
• OncethisdocumenthasbeensignedbytheMitigationSponsorandtheDistrictisinreceiptofthesignedform,the
Permitteeisnolongerresponsibleforprovidingthemitigationidentifiedinthisform,thoughthePermitteeremains
responsibleforanyothermitigationrequirementsstatedinthepermitconditions.
• Constructionwithinjurisdictionalareasauthorizedbythepermitidentifiedonpageoneofthisformcanbeginonlyafter
theDistrictisinreceiptofacopyofthisdocumentsignedbytheSponsor,confirmingthattheSponsorhasaccepted
responsibilityforprovidingthemitigationrequirementslistedherein.WhenNCDMSprovidesmitigationforauthorized
impactsconductedbytheNorthCarolinaDepartmentofTransportation(NCDOT),constructionwithinjurisdictionalareas
mayproceeduponpermitissuance;however,acopyofthisformsignedbyNCDMSmustbeprovidedtotheDistrict
within30daysofpermitissuance.NCDOTremainsfullyresponsibleforthemitigationuntiltheDistricthasreceivedthis
form,confirmingthattheSponsorhasacceptedresponsibilityforprovidingthemitigationrequirementslistedherein.
• SignedcopiesofthisdocumentmustberetainedbythePermittee,MitigationSponsor,andintheUSACEadministrative
recordsforboththepermitandtheBank/ILFInstrument.ItisthePermittee’sresponsibilitytoensurethattheDistrict
ProjectManager(addressbelow)isprovidedwithasignedcopyofthisform.
• Ifchangesareproposedtothetype,amount,orlocationofmitigationafterthisformhasbeensignedandreturnedto
theDistrict,theSponsormustobtaincaseͲbyͲcaseapprovalfromtheDistrictProjectManagerand/orNorthCarolina
InteragencyReviewTeam(NCIRT).Ifapproved,highermitigationratiosmaybeapplied,aspercurrentDistrictguidance
andanewversionofthisformmustbecompletedandincludedintheDistrictadministrativerecordsforboththepermit
andtheBank/ILFInstrument.

Comments/AdditionalConditions:AletterfromNCDMS,confirmingtheyarewillingandabletoaccepttheapplicant’s
compensatorymitigationresponsibility,dated11/15/2022wasincludedwiththepreconstructionnotification.

ThisformisnotvalidunlesssignedbelowbytheDistrictProjectManagerandbytheMitigationSponsoronPage1.Once
signed,theSponsorshouldprovidecopiesofthisformalongwithanupdatedbankledgerto:1)thePermittee,2)the
DistrictProjectManagerattheaddressbelow,3)theBankManagerlistedinRIBITS,and4)theWilmingtonDistrict
MitigationOffice,3331HeritageTradeDrive,Suite105,WakeForest,NC27587(orbyemailto[e-mail]).
QuestionsregardingthisformoranyofthepermitconditionsmaybedirectedtotheDistrictMitigationOffice.

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



12/27/2022
USACEProjectManagerSignatureDateofSignature

CurrentWilmingtonDistrictmitigationguidance,includinginformationonmitigationratios,functionalassessments,and
mitigationbanklocationandavailability,andcreditclassifications(includingstreamtemperatureandwetlandgroupings)is
availableathttp://ribits.usace.army.mil.
Date: 2022.12.27
12:13:34 -05'00'
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MVZ
VICINITY MAP1" = 500'
ENVIRONMENTAL IMPACTS
SOUTH FRANKLIN DRIVE, SANFORD, LEE COUNTY, NORTH CAROLINA
WICKER FARM
CWI-0.0
CO
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S
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1" = 500'
ENVIRONMENTAL IMPACTS
SITE
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Sheet List Table
Sheet Number Sheet Title
CWI-0.0 COVER SHEET
CWI-1.0 EXISTING CONDITIONS
CWI-2.0 OVERALL ENVIRONMENTAL IMPACTS
CWI-2.01 ENVIRONMENTAL IMPACT TABLE
CWI-2.1 ENVIRONMENTAL IMPACT 1
CWI-2.2 ENVIRONMENTAL IMPACT 2
CWI-2.3 ENVIRONMENTAL IMPACT 3
CWI-2.4 OFFSITE SEWER PLAN AND PROFILE (1 OF 2)
CWI-2.5 OFFSITE SEWER PLAN AND PROFILE (2 OF 2)
CWI-2.6 JACK AND BORE STREAM CROSSING PLAN AND PROFILE
CWI-2.7 WETLAND B HYDROLOGIC INFORMATION
CWI-2.8 WETLAND K HYDROLOGIC INFORMATION
CWI-2.9 NOTES AND DETAILS
408.92
IE B 15" CPP408.92
IE E 15" CPP
407.07IE B 18" RCP
406.94
IE E 18" RCP
404.54
IE B 15" RCP
404.21IE E 15" RCP
400.93IE B 18" RCP
398.13
IE E 18" RCP
397.43
IE B 18" INV RCP
396.13IE E 18" INV RCP
X
X
X
X
X
X
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MVZ
SITE DATA
TOTAL AREA: 33.61 AC (1,462,876 SF)
TOTAL WETLANDS: 2.02 AC (87,933 SF)
TOTAL STREAMS: 790 LF
TOTAL OPEN WATER: 2.53 AC (110,394 SF)
0
SCALE 1"=300'
600'300'
NA
D

8
3
NOTES:
1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED JANUARY 29, 2021.
2. TOPOGRAPHIC INFORMATION TAKEN FROM LEE COUNTY GIS AND TOPOGRAPHIC
SURVEY BY TIMMONS GROUP DATE JANUARY 21, 2021.
3. THIS SUBJECT PROPERTY LIES IN ZONE 3200, PER FIRM MAP 3710 PANEL 9632J.
EFFECTIVE DATE SEPTEMBER 6, 2006.
4. ENVIRONMENTAL INFORMATION TAKEN BY TIMMONS GROUP DATED JANUARY 22, 2021.
EXISTING WETLAND
EXISTING STREAM
EXISTING STREAM
EXISTING STRUCTURE
TO BE REMOVED
EXISTING GRAVEL ROAD
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING OVERHEAD UTILITY
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
SITE BOUNDARY
SITE BOUNDARY
EXISTING POND
CWI-1.0
EX
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C
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S
1" = 300'
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
X
X
X
X
X
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P
.
11/14/2022
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F
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40869

54
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2
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9
1
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8
6
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4
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1
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T
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O
F
F
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331
331
MVZ
0
SCALE 1"=300'
600'300'
NA
D

8
3
CWI-2.0
OV
E
R
A
L
L

E
N
V
I
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O
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P
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1" = 300'
CWI-2.1
CWI-2.2
CWI-2.3PERMANENT WETLAND - GREEN
TEMPORARY WETLAND - MAGENTA
IMPACT LEGEND
JACK AND BORE STREAM CROSSING
APPROX. 84 LF
16" STEEL ENCASEMENT PIPE
ASTM A139, GRADE B
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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N

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R
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U
P
.
11/14/2022
WI
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F
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40869

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8
6
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4
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331
331
MVZ
CWI-2.01
EN
V
I
R
O
N
M
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T
A
L

I
M
P
A
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D

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(50' P
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B
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W
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2
7
'

B
-
B
)
SAN
S
S
SAN
FES 400
385 390
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
IMPACT 1 WALL CROSS SECTION PROFILE
370
375
380
385
390
395
400
370
375
380
385
390
395
400
162 LF
24" RCP
@ 0.77%
3
8
0
.
0
3
7
9
.
4
3
8
0
.
7
3
8
2
.
3
3
8
0
.
5
3
8
0
.
6
3
8
2
.
1
38
0
.
7
2
38
4
.
5
1
38
8
.
7
3
39
1
.
4
3
38
9
.
8
4
38
7
.
1
5
9+50 10+00 11+00 12+00 13+00 13+50
TOP OF RETAINING WALL
EXISTING GRADE
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
IMPACT 1 OUTFALL PROFILE
370
375
380
385
390
395
370
375
380
385
390
395
3
7
8
.
9
3
8
0
.
3
3
8
2
.
2
3
8
4
.
0
3
8
7
.
1
38
9
.
3
8
38
9
.
8
9
38
8
.
0
9
9+50 10+00 11+00 12+00 13+00
PROPOSED
GRADE
DI 401B
TOP 387.69
INV IN 382.90 (FR DI 403)
INV IN 382.90 (FR DI 402)
INV OUT 382.40 (TO DI 401A)
98 LF
24" RCP
@ 0.50%
25"
DI 401A
TOP 389.83
INV IN 381.91 FR (DI 401B)
INV OUT 380.92 TO (FES 400)
64 LF
24" RCP
@ 0.76%
4"
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
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R
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U
P
.
11/14/2022
WI
C
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SO
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F
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A
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E
,

S
A
N
F
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D
,

L
E
E

C
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U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
40869

54
1
0

T
r
i
n
i
t
y

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o
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d
,

S
u
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1
0
2

|

R
a
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N
C

2
7
6
0
7
TE
L

9
1
9
.
8
6
6
.
4
9
5
1

F
A
X

9
1
9
.
8
3
3
.
8
1
2
4

w
w
w
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m
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s
.
c
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TH
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S

D
R
A
W
I
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P
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P
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D

A
T

T
H
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RA
L
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H

O
F
F
I
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E
331
331
MVZ
SCALE 1"=50'
100'50'0
NA
D

8
3
CWI-2.1
EN
V
I
R
O
N
M
E
N
T
A
L

I
M
P
A
C
T

1
PERMANENT WETLAND IMPACT 1
FOR ROAD FILL
7,670 SF, 0.176 AC
TEMPORARY WETLAND IMPACT 1
FOR 5' CONSTRUCTION BUFFER
843 SF, 0.019 AC
PERMANENT WETLAND - GREEN
TEMPORARY WETLAND - MAGENTA
IMPACT LEGEND
PROFILE SCALE
0
0
50
5
PERMANENT WETLAND IMPACT 1
FOR DISSIPATION PAD
68 SF, 0.002 AC
DISSIPATION PAD
Contractor will follow the following construction sequence:
·Contractor shall notify the Lee County 48-hours in advance of start of work during a
period of time with no rain in the forecast.
·Prior to the start of work, contractor shall have all materials and equipment on-site.
For utility crossings with casings, the carrier pipe shall be installed within the casing
pipe prior to any open cut activities.
·Contractor shall install proposed storm water bypass piping and storm water
conveyance ditch upstream of proposed storm water.
·During construction storm water conveyance a temporary coffer dam on the
upstream side of the proposed crossing and pump water around the open cut area
to the downstream side.
·Contractor shall place the culvert or utility casing with carrier pipe at elevations
shown on the approved plans and backfill in accordance with Lee County
specifications
·Contractor shall restore channel and seed and stabilize any disturbance with native
species within 24-hours of start of work.
H: 1" = 50'
V: 1" = 5'
RETAINING WALL, TYP.
TO BE DESIGNED BY OTHERS
SEE DETAIL ON SHEET CWI-2.9 FOR
APPROXIMATE DESIGN
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
FILTER
DIAPHRAM
SEE SHEET
CWI-2.9
FOR DETAIL
(2) 6" PERFORATED
PIPE TO
DROP INLET
2.75'
5'
EXISTING
GRADE
(2) 6" PERFORATED PIPE
WRAPPED IN #57 WASHED STONE
& MIRAFI 140N GEOSYNTHETIC
FABRIC WITH 18-INCH OVERLAP
AT ALL SEAMS TO DROP INLET
SA
N
SA
N
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
IMPACT 2B PROFILE PROFILE
375
380
385
390
395
400
405
410
375
380
385
390
395
400
405
410
3
8
3
.
2
3
8
7
.
0
3
9
1
.
5
3
9
5
.
8
3
9
9
.
2
4
0
2
.
6
4
0
4
.
2
38
8
.
0
9
38
9
.
8
4
39
0
.
4
8
38
9
.
8
8
38
8
.
8
1
40
3
.
6
1
9+00 10+00 11+00 12+00 13+00 14+00
35"
DI 301 (4'X4')
TOP 388.54
INV IN 384.10 FR (DI 302 (4'X4'))
INV IN 384.60 FR (DI 305)
INV OUT 383.60 TO (FES 300)
251 LF
36" RCP
@ 0.50%
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
IMPACT 2A CROSS SECTION PROFILE
375
380
385
390
395
375
380
385
390
395
3
8
5
.
0
3
8
4
.
2
3
8
5
.
3
38
5
.
0
0
38
7
.
4
4
9+00 10+00 11+00 11+50
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
R
I
P
T
I
O
N
YO
U
R

V
I
S
I
O
N

A
C
H
I
E
V
E
D

T
H
R
O
U
G
H

O
U
R
S
.
Th
e
s
e

p
l
a
n
s

a
n
d

a
s
s
o
c
i
a
t
e
d

d
o
c
u
m
e
n
t
s

a
r
e

t
h
e

e
x
c
l
u
s
i
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e

p
r
o
p
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y

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f

T
I
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M
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S

G
R
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P

a
n
d

m
a
y

n
o
t

b
e

r
e
p
r
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d
u
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d

i
n

w
h
o
l
e

o
r

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n

p
a
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t

a
n
d

s
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a
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l

n
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t

b
e

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s
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d

f
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a
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y

p
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p
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w
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v
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b
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t
li
m
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d

t
o

c
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s
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i
o
n
,

b
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d
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g
,

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d
/
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c
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s
t
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s
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a
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w
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t
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e
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p
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w
r
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t
t
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c
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T
I
M
M
O
N
S

G
R
O
U
P
.
11/14/2022
WI
C
K
E
R

F
A
R
M
SO
U
T
H

F
R
A
N
K
L
I
N

D
R
I
V
E
,

S
A
N
F
O
R
D
,

L
E
E

C
O
U
N
T
Y
,

N
O
R
T
H

C
A
R
O
L
I
N
A
40869

54
1
0

T
r
i
n
i
t
y

R
o
a
d
,

S
u
i
t
e

1
0
2

|

R
a
l
e
i
g
h
,

N
C

2
7
6
0
7
TE
L

9
1
9
.
8
6
6
.
4
9
5
1

F
A
X

9
1
9
.
8
3
3
.
8
1
2
4

w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S

D
R
A
W
I
N
G

P
R
E
P
A
R
E
D

A
T

T
H
E
RA
L
E
I
G
H

O
F
F
I
C
E
331
331
MVZ
SCALE 1"=50'
100'50'0
NA
D

8
3
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
CWI-2.2
EN
V
I
R
O
N
M
E
N
T
A
L

I
M
P
A
C
T

2
1" = 50'
TEMPORARY WETLAND IMPACT 2A
FOR DRAINAGE CONSTRUCTION
107 SF, 0.002 AC
PERMANENT WETLAND IMPACT 2A
FOR ROAD FILL
102 SF, 0.002 AC
PERMANENT WETLAND - GREEN
TEMPORARY WETLAND - MAGENTA
IMPACT LEGEND
RETAINING WALL, TYP.
TO BE DESIGNED BY OTHERS
SEE DEATIL ON SHEET CWI-2.9
FOR APPROXIMATE DESIGN
PERMANENT WETLAND IMPACT 2B
FOR DISSIPATION PAD
42 SF, 0.001 AC
TEMPORARY WETLAND IMPACT 2B
FOR DRAINAGE CONSTRUCTION
115 SF, 0.003 AC
PERMANENT WETLAND IMPACT 2A
FOR DISSIPATION PAD
59 SF, 0.001 AC
EXISTING GRADE
PROPOSED GRADE
TEMPORARY WETLAND IMPACT 2A
FOR 5' CONSTRUCTION BUFFER
24 SF, 0.001 AC
PROPOSED GRADE
EXISTING GRADE
DISSIPATION PAD
PROFILE SCALE
0
0
50
5
X
X
X
X
X
X
X
X
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
R
I
P
T
I
O
N
YO
U
R

V
I
S
I
O
N

A
C
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V
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D

T
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G
H

O
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R
S
.
Th
e
s
e

p
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a
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a
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d

d
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s

a
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p
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11/14/2022
WI
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,

L
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40869

54
1
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T
r
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n
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R
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d
,

S
u
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t
e

1
0
2

|

R
a
l
e
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h
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C

2
7
6
0
7
TE
L

9
1
9
.
8
6
6
.
4
9
5
1

F
A
X

9
1
9
.
8
3
3
.
8
1
2
4

w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S

D
R
A
W
I
N
G

P
R
E
P
A
R
E
D

A
T

T
H
E
RA
L
E
I
G
H

O
F
F
I
C
E
331
331
MVZ
0
SCALE 1"=20'
40'20'
NA
D

8
3
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
CWI-2.3
EN
V
I
R
O
N
M
E
N
T
A
L

I
M
P
A
C
T

3
1" = 20'
TEMPORARY WETLAND - MAGENTA
PERMANENT WETLAND - GREEN
IMPACT LEGEND
PERMANENT WETLAND IMPACT 3
FOR GRADING
340 SF, 0.008 AC
TEMPORARY WETLAND IMPACT 3
FOR 5' CONSTRUCTION BUFFER
61 SF, 0.001 AC
TOP OF STREAM BANK
X
X
X
X
S S
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
MH 14 (5' DIA)
MH 5A
MH 5
MH 6
MH 4A (5' DIA)
MH 4 (5' DIA)
MH 3
MH 2
MH 1
EX MH
9
+
5
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
2
0
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
2
5
+
0
0
26
+
0
0
2
7
+
0
0
2
8
+
0
0
2
9
+
0
0
3
0
+
0
0
3
0
+
2
4
.
8
4
9
+
5
0
1
0
+
0
0
1
1
+
0
0
1
1
+
5
3
.
6
3
8" PVC SDR - 26 8" PVC SDR - 26
8" PVC SDR - 26
8" PVC SDR - 26
8" PVC SDR - 26
8" DIP
8" PVC SDR - 26
8
"

P
V
C

S
D
R

-

2
6
8" PVC SDR - 26
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
OFFSITE SEWER (MH14 - MH5) PROFILE
335
340
345
350
355
360
365
335
340
345
350
355
360
365
MH 14 (5' DIA)
TOP 362.46
INV IN 350.50 (FR MH 15 (5' DIA))
INV OUT 350.30 (TO MH 5)
93 LF
8" PVC SDR - 26
@ 2.14%
MH 5
TOP 356.20
INV IN 348.31 (FR MH 5A)
INV IN 348.31 (FR MH 14 (5' DIA))
INV OUT 348.11 (TO MH 4A (5' DIA))
3
6
2
.
9
3
6
1
.
2
3
5
9
.
0
3
5
5
.
2
3
5
6
.
5
36
2
.
8
1
8+50 9+00 10+00 11+00 11+50
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
R
I
P
T
I
O
N
YO
U
R

V
I
S
I
O
N

A
C
H
I
E
V
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D

T
H
R
O
U
G
H

O
U
R
S
.
Th
e
s
e

p
l
a
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s

a
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d

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d

d
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t
s

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11/14/2022
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F
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,

L
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40869

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S
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2

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R
a
l
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2
7
6
0
7
TE
L

9
1
9
.
8
6
6
.
4
9
5
1

F
A
X

9
1
9
.
8
3
3
.
8
1
2
4

w
w
w
.
t
i
m
m
o
n
s
.
c
o
m
TH
I
S

D
R
A
W
I
N
G

P
R
E
P
A
R
E
D

A
T

T
H
E
RA
L
E
I
G
H

O
F
F
I
C
E
331
331
MVZ
0
SCALE 1"=200'
400'200'
NA
D

8
3
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
CWI-2.4
OF
F
S
I
T
E

S
E
W
E
R

P
L
A
N

A
N
D

P
R
O
F
I
L
E

(
1

O
F

2
)
1" = 200'
PROFILE SCALE
0
0
50
5
CONNECT TO EXISTING
MANHOLE
JACK AND BORE
APPROX 84 LF
16" STEEL ENCASEMENT PIPE
ASTM A139, GRADE B
SEE SHEET CWI-2.6
FOR DETAILS
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
OFFSITE SEWER (MH6 - EXMH) PROFILE
315
320
325
330
335
340
345
350
355
360
365
370
375
380
315
320
325
330
335
340
345
350
355
360
365
370
375
380
EX MH
TOP 335.75
INV IN 326.76 (FR MH 1)
260 LF
8" PVC SDR
-

2
6
@ 2.07%
MH 1TOP 342.38
INV IN 332.33 (FR MH 2)
INV OUT 332.13 (TO EX MH)
388 LF
8" PVC SDR - 26
@ 0.50%
MH 2
TOP 347.44
INV IN 334.47 (FR MH 3)
INV OUT 334.27 (TO MH 1)
355 LF
8" PVC SDR - 26
@ 0.50%
MH 3
TOP 348.93
INV IN 336.45 (FR MH 4 (5' DIA))
INV OUT 336.25 (TO MH 2)
149 LF
8" DIP
@ 2.32%
268 LF
8" PVC SDR - 26
@ 0.99%
MH 5
TOP 356.20
INV IN 348.31 (FR MH 5A)
INV IN 348.31 (FR MH 14 (5' DIA))
INV OUT 348.11 (TO MH 4A (5' DIA))
MH 5A
TOP 360.09
INV IN 352.98 (FR MH 6)
INV OUT 352.78 (TO MH 5)
330 LF
8" PVC S
D
R

-

2
6
@ 3.00%
MH 6
TOP 372.51
INV IN 363.08 (FR MH 7 (5' DIA))
INV OUT 362.88 (TO MH 5A)
172 LF
8" PVC SDR - 26
@ 3.00%
112 LF
8" PVC SDR - 26
@ 4.00%
330 LF
8" PVC S
D
R

-

2
6
@ 3.00%
MH 4A (5' DIA)
TOP 359.01
INV IN 342.95 (FR MH 5)
INV OUT 342.75 (TO MH 4 (5' DIA))
3
3
3
.
1
3
3
4
.
4
3
3
6
.
0
3
3
8
.
2
3
4
1
.
5
3
4
0
.
9
3
4
0
.
1
3
4
1
.
9
3
4
2
.
3
3
4
1
.
8
3
4
1
.
7
3
4
2
.
2
3
4
4
.
3
3
4
5
.
4
3
4
4
.
1
3
4
2
.
6
3
4
5
.
2
3
4
6
.
0
3
4
6
.
2
3
4
7
.
0
3
4
7
.
0
3
4
6
.
2
3
4
7
.
8
3
5
1
.
9
3
5
4
.
9
3
5
6
.
1
3
5
6
.
9
3
5
6
.
5
3
5
6
.
1
3
5
7
.
9
3
5
6
.
5
3
5
5
.
9
3
5
5
.
2
3
5
5
.
8
3
5
9
.
0
3
6
0
.
4
3
6
1
.
9
3
6
2
.
8
3
6
4
.
4
3
6
6
.
1
3
6
9
.
0
3
7
2
.
8
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+0030+50
MH 4 (5' DIA)
TOP 353.99
INV IN 340.11 (FR MH 4A (5' DIA))
INV OUT 339.91 (TO MH 3)
ST
R
E
A
M

C
E
N
T
E
R
L
I
N
E
CWI-2.5
OF
F
S
I
T
E

S
E
W
E
R

P
L
A
N

A
N
D

P
R
O
F
I
L
E

(
2

O
F

2
)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
R
I
P
T
I
O
N
YO
U
R

V
I
S
I
O
N

A
C
H
I
E
V
E
D

T
H
R
O
U
G
H

O
U
R
S
.
Th
e
s
e

p
l
a
n
s

a
n
d

a
s
s
o
c
i
a
t
e
d

d
o
c
u
m
e
n
t
s

a
r
e

t
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e

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x
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l
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e

p
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T
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M
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N
S

G
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P

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d

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b
e

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p
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P
.
11/14/2022
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D
R
A
W
I
N
G

P
R
E
P
A
R
E
D

A
T

T
H
E
RA
L
E
I
G
H

O
F
F
I
C
E
331
331
MVZ
PROFILE SCALE
0
0
50
5
JACK AND BORE
APPROX 84 LF
16" STEEL ENCASEMENT PIPE
ASTM A139, GRADE B
58"
H: 1" = 50'
V: 1" = 5'
S
S
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STREAM CROSSING PROFILE
325
330
335
340
345
350
355
360
325
330
335
340
345
350
355
360
MH 4 (5' DIA)
TOP 353.99
INV IN 340.11 (FR MH 4A (5' DIA))
INV OUT 339.91 (TO MH 3)
149 LF
8" DIP
@ 2.32%
MH 3
TOP 348.93
INV IN 336.45 (FR MH 4 (5' DIA))
INV OUT 336.25 (TO MH 2)
3
5
3
.
5
3
5
0
.
5
3
4
6
.
0
3
4
6
.
6
3
4
7
.
2
8+50 9+00 10+00 11+00 12+00 12+50
58"
CR
E
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K

C
E
N
T
E
R
L
I
N
E
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
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S
C
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R
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P
.
11/14/2022
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O
L
I
N
A
40869

54
1
0

T
r
i
n
i
t
y

R
o
a
d
,

S
u
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e

1
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|

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a
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2
7
6
0
7
TE
L

9
1
9
.
8
6
6
.
4
9
5
1

F
A
X

9
1
9
.
8
3
3
.
8
1
2
4

w
w
w
.
t
i
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m
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c
o
m
TH
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D
R
A
W
I
N
G

P
R
E
P
A
R
E
D

A
T

T
H
E
RA
L
E
I
G
H

O
F
F
I
C
E
331
331
MVZ
0
SCALE 1"=20'
40'20'
NA
D

8
3
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
CWI-2.6
JA
C
K

A
N
D

B
O
R
E

S
T
R
E
A
M

C
R
O
S
S
I
N
G

P
L
A
N

A
N
D

P
R
O
F
I
L
E
1" = 20'
EXISTING
GRADE
PROFILE SCALE
0
0
50
5
20' PUBLIC SANITARY
SEWER EASEMENT
JACK AND BORE
APPROX. 84 LF
16" STEEL ENCASEMENT PIPE
ASTM A139, GRADE B
JACK AND BORE
APPROX. 84 LF
16" STEEL ENCASEMENT PIPE
ASTM A139, GRADE B
MH 4 (5' DIA)
8" DIP
MH 5
TOP OF STREAM BANK
OH
U
OH
U
OH
U
X
X
T
D FES 300
385
39
0
395
400
39
039
540
040
5
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
R
I
P
T
I
O
N
YO
U
R

V
I
S
I
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N

A
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.
Th
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p
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M
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G
R
O
U
P
.
11/14/2022
WI
C
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SO
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N
K
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R
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L
I
N
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40869

54
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T
r
i
n
i
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y

R
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2
7
6
0
7
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9
1
9
.
8
6
6
.
4
9
5
1

F
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9
1
9
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8
3
3
.
8
1
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w
w
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TH
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A
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P
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P
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D

A
T

T
H
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RA
L
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H

O
F
F
I
C
E
331
331
MVZ
0
SCALE 1"=60'
120'60'
NA
D

8
3
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
CWI-2.7
WE
T
L
A
N
D

B

H
Y
D
R
O
L
O
G
I
C

I
N
F
O
R
M
A
T
I
O
N
1" = 60'
PERMANENT WETLAND - GREEN
TEMPORARY WETLAND - MAGENTA
IMPACT LEGEND
WETLAND B
ORIGINAL FLOWPATH
ANALYSIS POINT B
CONTRACTOR TO INSTALL PERMANENT DITCH AND
STORM WATER BYPASS NETWORK EARLY IN GRADING
DEVELOPMENT FOR PHASE 1 OF EROSION AND
SEDIMENTATION CONTROL. STORM WATER BYPASS WILL
ALLOW FOR CONTINUOUS FLOW INTO WETLAND B
UFO
UFO
UFO
UFO
UG
T
UGT
UGT
UGT
W
W
W
W
FES 400
385
390
395
390
390
395
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
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S
C
R
I
P
T
I
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N
YO
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V
I
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A
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Th
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p
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d
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p
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G
R
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P
.
11/14/2022
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L
I
N
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40869

54
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T
r
i
n
i
t
y

R
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d
,

S
u
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1
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2
7
6
0
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9
1
9
.
8
6
6
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4
9
5
1

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X

9
1
9
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8
3
3
.
8
1
2
4

w
w
w
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t
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m
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s
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c
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TH
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R
A
W
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P
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P
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D

A
T

T
H
E
RA
L
E
I
G
H

O
F
F
I
C
E
331
331
MVZ
0
SCALE 1"=60'
120'60'
NA
D

8
3
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
EXISTING STREAM
CWI-2.8
WE
T
L
A
N
D

K

H
Y
D
R
O
L
O
G
I
C

I
N
F
O
R
M
A
T
I
O
N
1" = 60'
PERMANENT WETLAND - GREEN
TEMPORARY WETLAND - MAGENTA
IMPACT LEGEND
WETLAND A
ORIGINAL FLOWPATH
ANALYSIS POINT A
CONTRACTOR TO INSTALL PERMANENT DITCH AND
STORM WATER BYPASS NETWORK EARLY IN GRADING
DEVELOPMENT FOR PHASE 1 OF EROSION AND
SEDIMENTATION CONTROL. STORM WATER BYPASS WILL
ALLOW FOR CONTINUOUS FLOW INTO WETLAND A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N

D
E
S
C
R
I
P
T
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N
YO
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V
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N

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Th
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G
R
O
U
P
.
11/14/2022
WI
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SO
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F
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A
N
K
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A
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F
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,

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C
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N
T
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,

N
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R
T
H

C
A
R
O
L
I
N
A
40869

54
1
0

T
r
i
n
i
t
y

R
o
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d
,

S
u
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1
0
2

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2
7
6
0
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TE
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9
1
9
.
8
6
6
.
4
9
5
1

F
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9
1
9
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3
3
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1
2
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w
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T
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H

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F
F
I
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331
331
MVZ
CWI-2.9
NO
T
E
S

A
N
D

D
E
T
A
I
L
S
NTS Typical Reinforced Wall Section
(Designed By Others, Subject to Change)
Reinforced Soil
Retained Soil
Foundation Soil
De
s
i
g
n

H
e
i
g
h
t
KEYSTONE CAP UNIT
KEYSTONE STND.UNIT
Unit Drainage Fill(3/4" Crushed Rock or Stone)
Finished Grade
Unreinforced Concrete
or Crushed StoneLeveling Pad
ApproximateLimits ofExcavation
4" Perforated PVCDrainage Tile
8" Min. Low Permeable Soil
1" - 1 1/4"
8"
Note:
When site conditions require, wrap drainagetile in 3/4" aggregate and filter fabric withdrainage composite or aggregate back drainsystem, as directed by geotechnical engineer.
Grid Depth
CONCRETE POST FOOTING
HE
I
G
H
T

P
E
R

D
E
S
I
G
N
E
R
NON-WIND LOADED FENCE(WALL DESIGNER TO DETERMINE WHETHERFENCE INSTALLATION IS REQUIRED OR NOT)
NOTE: THIS REINFORCED WALL DETAIL
IS FOR REFERENCE ONLY.
CONTRACTOR TO BUILD RETAINING
WALLS FROM SPECIFIC DETAILED
DESIGN PLANS BY OTHERS FOR THIS
PROJECT
NOT TO SCALE
FILTER DIAPHRAGM DETAIL
SECTION VIEW
FLOW CONCRETE
PLAN VIEW
PROPOSED
GRADE
#57 WASHED
STONE
MIRAFI 140N
GEOSYNTHETIC FABRIC
WITH 18-INCH OVERLAP
AT ALL SEAMS (TYP)
FLOW CONCRETE
6" PERFORATED PVC
TO DOWNSTREAM
STORMWATER
STRUCTURE
#57 WASHED
STONE
6" PERFORATED
PVC COLLECTOR
PIPE
COLLECTOR PIPE TO
BE CAPPED ON BOTH
ENDS
2'
VARIES
2'
2'
VARIES
2.75'
2.75'

Action ID Number: SAW-2022-02049 County: Lee

Permittee: Forge Investment Group (Attn: Mark Lyczkowski)

Project Name: Wicker Farm / 125 South Franklin Drive / Sanford / residential

Date Verification Issued: 12/27/2022

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-2022-02049

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 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.

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 . Action ID: .
B. Basis For Determination: See the Preliminary Jurisdictional Determination form dated 12/27/2022.
C. Remarks:

D. 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.

E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).

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: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
AND
[e-mail]

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 Not applicable.
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: 12/27/2022 Expiration Date of JD: Not applicable
Date: 2022.12.27 12:13:21
-05'00'

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Forge Investment Group (Attn: Mark Lyczkowski) File Number: SAW-2022-02049 Date: 12/27/2022
Attached is: See Section below
܆ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
܆ PROFFERED PERMIT (Standard Permit or Letter of permission) B
܆ PERMIT DENIAL C
܆ APPROVED JURISDICTIONAL DETERMINATION D
܈ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)

ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

If you only have questions regarding the appeal process you may
also contact:
MR. PHILIP A. SHANNIN
ADMINISTRATIVE APPEAL REVIEW OFFICER
CESAD-PDS-O
60 FORSYTH STREET SOUTHWEST, FLOOR M9
ATLANTA, GEORGIA 30303-8803

PHONE: [phone]; FAX [phone]
EMAIL: [e-mail]

RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investigations.

________________________________________
Signature of appellant or agent.
Date: Telephone number:

For appeals on Initial Proffered Permits send this form to:

District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403

For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:

Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]