20221781 Ver 2_Chestnut_ROW_Compiled Attachments_20230606

:AT'-T—
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 25, 2023
PROJECT: U-4714B, 39078.2.6
FA NUMBER: STPDA-1009(18)
COUNTY: Union
DESCRIPTION: Widening along Matthews/Stallings Rd. from Trade Str
Chapel -Stouts Rd.
SUBJECT: Agreement 1000014822, Town of Indian Trail
Mr. Todd Huntsinger
Director of Engineering
Town of Indian Trail
[e-mail]
Mr. Huntsinger,
J. ERIC BOYETTE
SECRETARY
to Wesley
The attached agreement states the Town of Indian Trail will provide $131,902 as payment for the
portions of Parcels 26, 27 and 28 to be used on the future Indian Trail Chesnut Parkway Project,
upon full execution of the agreement. Please provide payment of $131,902 by one of the two
options:
1) Send payment by check.
Mail to:
NCDOT — Accounts Receivable
1514 Mail Service Center
Raleigh, NC 27699-1514
Include the following information:
Agreement 1000014822
WBS 39078.2.6
2) Send Payment Via ACH (Automated Clearinghouse).
Initiate ACH through your bank* Include the following information:
send emails to: Agreement 1000014822
Judith Dever [e-mail] WBS 39078.2.6
Kay Lee - [e-mail]. Amount of Payment $131,902.00
*Contact Tammy Court at [e-mail] if you need NCDOT's account information.
If you have questions or need additional information, please feel free to contact me.
7ea�n'-U'i��pe"ril�on,
P. E.
Deputy Division Engineer
SME/KKC
Mailing Address:
Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION
Fax: [phone] NC DEPARTMENT OF TRANSPORTATION
DIVISION 10 OFFICE
Customer Service: 1-877-368-4968 DIVISION 10 OFFICE
716 WEST MAIN STREET
716 WEST MAIN STREET
ALBEMARLE, NC 28001
Website: ncdot.gov ALBEMARLE, NC 28001

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
AGREEMENT OVERVIEW
DATE: 2/23/2023
NORTH CAROLINA PROJECT NUMBERS
UNION COUNTY
TIP NUMBER: U-4714B
PARTIES TO THE AGREEMENT:
WBS ELEMENT (ROW):39078.2.6
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
AND
TOWN OF INDIAN TRAIL
The purpose of this Agreement is to identify the participation in project costs, project delivery
and/or maintenance, by the other party to this Agreement, as further defined in this Agreement.
SCOPE OF TIP Project ("Project"): Widening to multi lanes along SR 1009
(Matthews/Stallings Road) from SR 3448-SR 3474 (Trade Street) to SR 1377 (Wesley Chapel -
Stouts Road) in the towns of Matthews and Stallings.
ADDITIONAL WORK: Acquiring Right of Way parcels 26, 27 and 28.
ESTIMATED COST OF THE ADDITIONAL WORK: $131,902
COSTS TO OTHER PARTY: $131,902
PAYMENT TERMS: The Department will bill the Municipality $131,902 upon execution of
agreement.
MAINTENANCE: Department
EFFECTIVE DATES OF AGREEMENT:
START: Upon Full Execution of this Agreement
END: When work is complete and all terms are met.
This AGREEMENT is made and entered into on the last date executed below, by and between
the North Carolina Department of Transportation, an agency of the State of North Carolina,
hereinafter referred to as the Department and the Town of Indian Trail, hereinafter referred to
as the Municipality.
The parties to this Agreement, listed above, intend that this Agreement, together with all
attachments, schedules, exhibits, and other documents that both are referenced in this
Agreement and refer to this Agreement, represents the entire understanding between the

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
parties with respect to its subject matter and supersedes any previous communication or
agreements that may exist.
k7l: 1:1 A WIVIII&I r-A 9=1J,l:1ZIII &'I
WHEREAS, this Agreement is made under the authority granted to the Department by the
North Carolina General Assembly under General Statutes of North Carolina (NCGS),
particularly Chapter 136-66.1 and 136-66.3; and,
WHEREAS, the Department and the Municipality have agreed that the jurisdictional limits of
the Parties, as of the date of entering the agreement for the above -mentioned project, are to be
used in determining the duties, responsibilities, rights and legal obligations of the Parties hereto
for the purposes of this Agreement; and,
WHEREAS, the Municipality has requested that the Department perform all phases of said
work or provide services; and,
WHEREAS, the Parties hereto wish to enter into an agreement for scoped work to be performed
or provided by the Department (including reviews, goods or services) with reimbursement for
the costs thereof by the Municipality as hereinafter set out; and,
NOW, THEREFORE, this Agreement states the promises and undertakings of each party as
herein provided, and the parties do hereby covenant and agree, each with the other, as follows:
II. RESPONSIBILITIES
The Department shall be responsible for all phases of project delivery to include planning,
design, right of way acquisition, utility relocation, and as shown in the PROJECT DELIVERY
Provision. The Municipality shall be responsible for maintenance.
• The Municipality shall be responsible for payment as shown in the COSTS AND FUNDING
Provision.
III. PROJECT DELIVERY REQUIREMENTS
A. RIGHT OF WAY ACQUISITION
The Department will be responsible for acquiring any needed right of way required for the
Project in accordance with the policies and procedures set forth in the North Carolina Right
of Way Manual.

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
B. MAINTENANCE
Upon completion of the Project:
1. The Department shall be responsible for all traffic operating controls and devices which
shall be established, enforced, and installed and maintained in accordance with the
North Carolina General Statutes, the latest edition of the Manual on Uniform Traffic
Control Devices for Streets and Highways, the latest edition of the "Policy on Street and
Driveway Access to North Carolina Highway," and department criteria.
2. The roadway improvements that are within state-owned right of way shall be considered
a part of the State Highway System and shall be owned and maintained by the
Department.
IV. COSTS AND FUNDING
A. ADDITIONAL WORK
At the request of the Municipality, the Department is purchasing Right of Way (ROW) as
shown in the table below to be available for use by Indian Trail on the future Indian Trail
Chesnut Parkway Project. Said work shall be performed in accordance with the additional
work as indicated in the Table below. Said work shall be performed in accordance with the
Department's policies, procedures, standards, and specifications, and the provisions of this
Agreement.
Description
Cost to Municipality
• Parcel26
$42,575
• Parcel27
$65,677
• Parcel28
$23,650
Total Estimated Cost to Municipality
$131,902
The estimated Municipal share of the additional work is $131,902. The Parties understand
that this is an estimated cost and subject to change as set in Paragraph B "Project Costs" of
this Agreement.

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
B. PROJECT COSTS
The estimated cost of this Project is $131,902. The Municipality shall participate in
100% of actual Project Costs of Parcel 27 at $65,677. The Municipality will participate up
to $63,863 for Parcel 26 and $35,475 for Parcel 28. The total maximum participation is
limited to $165,015.
C. INVOICING BY THE DEPARTMENT
Upon completion of the Project, the Department will calculate actual costs of the Project
and will invoice the Municipality for actual costs of the Additional Work and/or Project
Costs. Reimbursement to the Department shall be made in one final payment within sixty
days of invoicing by the Department. A late payment penalty and interest will be charged on
any unpaid balance due in accordance with G. S. 147-86.23.
If the Municipality has pre -paid or made any previous downpayment, those funds will be
counted against final costs. If costs are less than the funding received, then the Department
will return any overpayment.
V. STANDARD PROVISIONS
D. Agreement Modifications
Any modification to scope, funding, responsibilities, or time frame will be agreed upon by all
parties by means of a written Supplemental Agreement.
E. Assignment of Responsibilities
The Department must approve any assignment or transfer of the responsibilities of the
Municipality set forth in this Agreement to other parties or entities.
F. Agreement for Identified Parties Only
This Agreement is solely for the benefit of the identified parties to the Agreement and is not
intended to give any rights, claims, or benefits to third parties or to the public at large.
G. Other Agreements
The Municipality is solely responsible for all agreements, contracts, and work orders
entered into or issued by the Municipality to meet the terms of this Agreement. The
Department is not responsible for any expenses or obligations incurred for the terms of this
Agreement except those specifically eligible for the funds and obligations as approved by
the Department under the terms of this Agreement.

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
H. Authorization to Execute
The parties hereby acknowledge that the individual executing this Agreement has read this
Agreement, conferred with legal counsel, fully understands its contents, and is authorized to
execute this Agreement and to bind the respective parties to the terms contained herein.
I. DocuSign
Department and Municipality acknowledge and agree that the electronic signature
application DocuSign may be used, at the sole election of the Department or the
Municipality, to execute this Agreement. By selecting "I Agree," "I Accept," or other similar
item, button, or icon via use of a keypad, mouse, or other device, as part of the DocuSign
application, Department and Municipality consent to be legally bound by the terms and
conditions of Agreement and that such act constitutes Department's signature as if actually
signed by Department in writing or Municipality's signature as if actually signed by
Municipality in writing. Department and Municipality also agree that no certification
authority or other third -party verification is necessary to validate its electronic signature and
that the lack of such certification or third -party verification will not in any way affect the
enforceability of its electronic signature. Department and Municipality acknowledge and
agree that delivery of a copy of this Agreement or any other document contemplated hereby
through the DocuSign application, will have the same effect as physical delivery of the paper
document bearing an original written signature.
J. Debarment Policy
It is the policy of the Department not to enter into any agreement with parties that have
been debarred by any government agency (Federal or State). By execution of this
agreement, the Municipality certifies that neither it nor its agents or contractors are
presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily
excluded from participation in this transaction by any Federal or State Agency or
Department and that it will not enter into agreements with any entity that is debarred,
suspended, proposed for debarment, declared ineligible or voluntarily excluded from
participation in this transaction.

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
K. Indemnification
To the extent authorized by state and federal claims statutes, the Municipality shall be
responsible for its actions under the terms of this agreement and save harmless the FHWA
(if applicable), the Department, and the State of North Carolina, their respective officers,
directors, principals, employees, agents, successors, and assigns to the extent allowed by
law, from and against any and all claim for payment, damages and/or liabilities of any
nature, asserted against the Department in connection with this Agreement. The
Department shall not be liable and shall be held harmless from any and all third -party
claims that might arise on account of the Municipality's negligence and/or responsibilities
under the terms of this agreement.
L. Availability of Funds
All terms and conditions of this Agreement are dependent upon, and, subject to the
allocation of funds for the purpose set forth in the Agreement and the Agreement shall
automatically terminate if funds cease to be available.
M. Gift Ban
By Executive Order 24, issued by Governor Perdue, and NCGS 133-32, it is unlawful for any
vendor or contractor (i.e. architect, bidder, contractor, construction manager, design
professional, engineer, landlord, offeror, seller, subcontractor, supplier, or vendor), to make
gifts or to give favors to any State employee of the Governor's Cabinet Agencies (i.e.
Administration, Commerce, Environmental Quality, Health and Human Services, Information
Technology, Military and Veterans Affairs, Natural and Cultural Resources, Public Safety,
Revenue, Transportation, and the Office of the Governor).

ACCOUNTS RECEIVABLE
TIP AGREEMENT
RIGHT OF WAY
1000014822
SIGNATURE PAGE
IN WITNESS WHEREOF, this Agreement has been executed the day and year heretofore set
out, on the part of the DEPARTMENT and the MUNICIPALITY by authority duly given.
TOWN OF INDIAN TRAIL
FED TAX ID NO: 561108235
REMITTANCE ADDRESS:
Po box 2430,indian Trail,NC 28079
Ct:vu3yiiuJL•y
Authorized Signer:
Print Name: Michael MCLauri n
Title: Town Manager
Date Signed:
03/10/2023
If applicable, this Agreement has been pre -audited in the manner
required by the Local Government Budget FjgipjAct:
Finance Officer: ��`
Print Name: J i m woj towi cz
Date Signed: 03/20/2023
DEPA -&-O rr.TRANSPORTATION
BY -
TITLE:
r,
TITLE: Chief Engineer
DATE: 03/24/2023
as
APPROVED BY BOARD OF TRANSPORTATION ITEM 0: 12111202JDATE) `'h;

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BK 8527 PG 0285
FILED ELECTRONICALLY
UNION COUNTY NC
CRYSTAL D. GILLIARD
Revenue Stamps $ 0.00
FILED Jul 18, 2022
AT 02:51:00 PM
BOOK 08527
START PAGE 0285
END PAGE 0287
INSTRUMENT # 25497
EXCISE TAX $0.00
DEED FOR HIGHWAY RIGHT OF WAY
THIS INSTRUMENT DRAWN BY Todd Huntsinger CHECKED BY Chris Davis
The hereinafter described property ❑ Does
RETURN TO: Professional Property Services
18335 Old Statesville Road, Unit A
Cornelius, NC 28031
NORTH CAROLINA
COUNTY OF UNION
TAX PARCEL 07129398
Does not include the primary residence of the Grantor
PARCEL NUMBER:
PROJECT:
ROUTE:
005
CHESTNUT PARKWAY
NEW ALIGNMENT OF
CHESTNUT PARKWAY
FROM OLD MONROE ROAD
TO GRIBBLE ROAD
THIS FEE SIMPLE DEED, made and entered into this the 13th day of July 20 22
by and between George W. Scott and Sonia Scott, husband and wife, as joint tenants with rights of
survivorship
3933 Planters Place
Indian Trail, NC 28079
hereinafter referred to as GRANTORS, and the TOWN OF INDIAN TRAIL, a North Carolina municipal
corporation, Union County, NC, 315 Matthews -Indian Trail Road Indian Trail, NC 28079, hereinafter referred to
as the TOWN;
WITNESSETH
That the GRANTORS, for themselves, their heirs, successors, and assigns, for and in consideration
of the sum of $ 0.00 agreed to be paid by the TOWN to the GRANTORS, do hereby
give, grant and convey unto the TOWN, its successors and assigns, in FEE SIMPLE that certain
property located in Vance Township, Union County, North
Carolina, which is particularly described as follows:
Point of beginning being N 02A07'5.4" E, 76.647 feet from-L-Sta.20+00; thence to a point on a bearing of N
55A35'35.8" E, 152.779 feet; thence to a point on a bearing of N 34A25'23.0" W, 2.967 feet; thence to a point
on a bearing of S 55A43'13.1" W, 385.601 feet; thence to a point on a bearing of S 34A34'46.2" E, 3.892 feet;
thence to a point on a bearing of N 55A34'34.1" E. 232.810 feet; returning to the point and place of beginning.
Having an area of 1317.052 Sq feet being 0.030 acres
FRM7-A
Page 1 of 3
Revised 02/17/15
submitted electronically by "Professional Property services, Inc."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the union county Register of Deeds.

BK 8527 PG 0286
COUNTY: UNION
PROJECT: CHESTNUT PARKWAY
PARCEL NO.: 005
IN ADDITION, and for the aforestated consideration, the GRANTORS further hereby convey to the
TOWN, its successors and assigns the following described areas and interests:
Permanent Drainage Easement described as follows:
Point of beginning being N 71^50'46.9" W, 82.004 feet from-L-Sta.20+00; thence to a point on a bearing of N
34A16'46.9" W, 10.000 feet; thence to a point on a bearing of S 55^43'13.1" W, 137.404 feet; thence to a point
on a bearing of S 34^34'46.2" E, 10.000 feet; thence to a point on a bearing of N 55A43'13.1" E, 137.352 feet;
returning to the point and place of beginning. Having an area of 1373.782 Sqr feet being 0.032 acres
Said Permanent Drainage Easement in perpetuity is for the installation and maintenance of drainage facilities,
and for all purposes for which the TOWN is authorized by law to subject same. The TOWN and its agents or
assigns shall have the right to construct and maintain in a proper manner in, upon and through said premises
a drainage facility with all necessary pipes, poles and appurtenances, together with the right at all times to
enter said premises for the purpose of inspecting said drainage facility and making all necessary repairs and
alterations thereon; together with the right to cut away and keep clear of said drainage facility, all trees and
other obstructions that may in any way endanger or interfere with the proper maintenance and operation of the
same with the right at all times of ingress, egress and regress.
It is understood and agreed that the TOWN shall have the right to construct and maintain the cut and/or fill
slopes in the above -described Permanent Drainage Easement area(s). It is further understood and agreed
that Permanent Drainage Easement shall be used by the TOWN for additional working area during the above
described project. The underlying fee owner shall have the right to continue to use the Permanent Drainage
Easement area(s) in any manner and for any purpose, including but not limited to the use of said area for
access, ingress, egress, and parking, that does not, in the determination of the TOWN, obstruct or materially
impair the actual use of the easement area(s) by the Town of Indian Trail, its agents, assigns, and contractors.
N/A
the
SPECIAL PROVISIONS. This deed is subject to the following provisions only:
The property hereinabove described was acquired by the GRANTORS by instrument(s) recorded in
Union County Registry in Deed Book 6710 Page 568
The final right of way plans showing the above described right of way are to be certified and recorded
in the Office of the Register of Deeds for said County. Reference to which plans is hereby made for purposes
of further description and for greater certainty.
The Grantors acknowledge that the project plans for Chestnut Parkway have been made available to them.
The Grantors further acknowledge that the consideration stated herein is full and just compensation for the
acquisition of the said interests and areas by the TOWN and for any and all damages to the value of their
remaining property; for any and all claims for interest and costs; for any and all damages caused by the
acquisition for the construction of Town of Indian Trail Project, Chestnut Parkway, Union County and for the
past and future use of said areas by the TOWN, its successors and assigns for all purposes for which the said
TOWN is authorized by law to subject the same.
TO HAVE AND TO HOLD the aforesaid premises and all privileges and appurtenances thereunto
belonging to the TOWN, its successors and assigns in FEE SIMPLE, or by easement as indicated, for the
past, present and future use thereof and for all purposes which the said TOWN is authorized by law to subject
the same.
And the GRANTORS covenant with the TOWN, that the GRANTORS are seized of the premises in
fee simple, have the right to convey the same in fee simple, or by easement as indicated, that the title thereto
is marketable and free and clear of all encumbrances, and that the GRANTORS will warrant and defend the
title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated. Title to
the property hereinabove described is hereby conveyed subject to the following exceptions: Restrictive
covenants and easements of record, government regulations, and the lien of property taxes for the current
year.
FRM7-A
Page 2 of 3
Revised 02/17/15

BK 8527 PG 0287
9
COUNTY
UNION
PROJECT: CHESTNUT PARKWAY PARCEL NO.
005
IN WITNESS WHEREOF, the GRANTORS have hereunto set their hands and seals (or if corporate,
has caused the instrument to be signed in its corporate name by its duly authorized officers and its seal to be
hereunto affixed by authority of its Board of Directors) the day and year first above written.
This instrument does not transfer the herein described interests unless and until this document is
accepted by an authorized agent of the Town of Indian Trail.
(SEAL) ) �./ ` (SEAL)
George W. Scott onia Scott
ACCEPTED FOR THE TOWN OF INDIAN TRAIL BY:
Christopher ..
NOTARY PUBLIC
Lincoln.....o
unt� NC
i� 1
FRM7-A
Page 3 of 3
Revised 02/17/15
North Carolina, Union County
I, Christopher K. Davis , a Notary Public for
Lincoln County, North Carolina, do hereby certify that
George W. Scott and Sonia Scott
ersonally appeared before me this day and acknowledged the due execution
f the foregoing instrument.
Witness my hand and official seal this the 13th day of
July 20 22
�JJL, k-.
Notary Public
My commission expires: 10/25/2022

Rew�nuye 5#arnp 5_i]b
DEED FOR HIGHWAY FIGHT OF WAY
THIS IN37R4JMENT DRAWN BY Todd H unksi nger CHECKED BY
rthe hereinafter describim prep" ❑ Does 0 Does not includes Jhe primary residence of the Grartt�x
RETURN TO- PFOf ional ProNrtyr Sees
18:�35 Oitf 5tateswille Road, unit A
Cornelius, SIC 28031
NORTH Ce�ROLINA PARCEL NIUMPER; 006
OOU NTY OF U NIOk _ PROJECT-. CHESTNUT -PARKVV Y_
TAX PARC I= L Part of 4711 41 ROUTS NF-V f ALIGNMENT OF
OFIESTN Lrt PARKVV AY
FROM OLD MONROE ROAD
TO ORI Bf3LJI=- ROAD
THtS FEE SIMPLE DEED, mach and entered into as of 1ne w -day of September, 2U22 by and beWeeR
AARON WADE WILSON (uninarrled)_ having an address of 4009 Old Monroe Read, I ndiian Trails NBC 280-7%
half ainafter rereired to as GRANTOR, And
the TOM OF INDfAN TRAIL, a North Celina municipal corporation, Union County. NC, 995 MaBhewer
1ndiaR Trail Road Indian Trail, NC 2$079, hereinafter reflarred to dS Mhe TOM:
tifMfITNESSETH
That the GRANTOR, for hire elf, his hers, suctimpiv. errd assigns, for and in mnsMaratldrl
of the sum of $ 71.302 agreed I,o be pald by the TC9M to the GRANTOR, does haret y
give, grant and ccnveyr Linto Ma TOWN, its successors and assigns, In r-M SIMPLE that certain
pfoperty kwated in Nonce Township, Union _ County, Nor M
CaMliina, Which IiS pafticulWly descrlbad as Fellow$.
FRM7-A
Papa I of 3
Revised 02JI7M,9

COUNTY: _ UNION PRWECT. CHESTNUT PARKWAY PARCEL NO-,
M
NArrt of tiVnniriq being N 744'20'31�.5" E. 134-652 feet From -L,ha,25+00; thence to a PaIM cn a bearing Of N
39' .6" W. 104.611 feet; thence t:> a poirrt on a hearing rf S 156" 45'32,8' W, 326.894 lWak 1heince to a
poirkt on a taring aF S 55" 36'35-8" W. 152,779 k thfmce to a point on a bearing of S 66I34'34.1' VV.
-961) fait; thence to a Doing an a baring of S 34" 2!5'25.!9" E, 104.,534 feet; thence to a polrit on a to-aring of
N 55A4,T13.1" E, 505 807 feet; returning to the point and Oce c! begfrining Hawing an ar-Pa of taming
aPPMA- rrrately 1-215 aaes
IN ADDITION. and far the aFare!a dated consideralion, the (a ANTOR further here4yr wnveyrs to th-e
TOWN, its s=r,0$5m and assigns the Vlowirrg describa%d nreatx and intents:
Temporary Constructwn EaseFrw3nx dosrriW au rollows:
Point of begi nning Wn!q N 74"20'3fi-8" E, 134.652 Feet from -L, a.35+0D; thence to a point on a bearing of S
56"'43'13.1 ` 1V, 505.4107 feet; thence to a polni Qn :0 bearing of S 34^2625.V' E, 27.000 feet; thenca 10 a point
on a bearing of N 6W14TI3,1" E. 13.141 Faet Rhenw to $ point on a bearing of N 53"43113.111 E. 150.-DOO feet.
thence to a polr,t on a bearing qyf N W16 48-fir YV, 10, 400 Few Ihanoe in a pai nt on a. bearing cf N
55" 43'11 V E, 342.670 feet; #hence to a point ork a bearing of N 34131'26.6" W, 17,OO1) feet: returning to the
point and place of b"inning Hawing an ar&aof being approxtmatelyr 0-235acros
tt is understood and agreed than the TOWN shall havL the right to -construct and rnalr4air, the cvs andlor fill
slopes In the above descA ibed tempararp easerrAni areEi(5) until such tinria that the prope* owners after the
adjacent lanes Irk SMh a manner that the cut andfor fill slopes are no IorrgeF needed for the lateral wpp�rt of
the roadway. Any additional struutiort areas lVing bind V e out andlor felt scopes am ertmditlg tnycc1d
the right of way Urnits and beyond any permanent aasefflent areas wip terrrsinate upon completion of the
Rrolee!- ThiN undertylril; fee mwner shall have the right to wntinue to use the Temporary Easement areal e) in
any marLneF arkd far any pvf puse, including but not Irrnvtad to the use of said area for access, IW;ass, aqre!�s,
and parki ng, that dog noL in the determination of the TOWN. ob$truck or materially impair the anal use -of
the easement area(s) by the Town of I ndim Trait, its agents, asslgns, a4d Contractors,
Temporary Ofainag-n Ear.E�mlent described as Follows-
PoInt of baglnn irkg bNInI3 S -1-5V 4 9" VV, 3117.802 feet from -k-S4a-25+D6, Iha%nze to io point on -a bearing of S
55"3' 13.11' W. 55-0D[) feel:; thence t.0 a point On 8 beaFlrag cpf S W 1846.9' E, 6Q-❑Db %ee ; thQnre to a point
on a bearing of N 55�143'13.1" C. 55,000 feeE; thence tc a point on a b aFing Gf N 34n76'40-9' W, ftw0 reetL
returning to the polnt and place 0 beginrling, Having a n area of being appfoximateky CI-087 wrat.
This construction i�asamerrt(s) shall expire upon completion and acceptance of the aForenn ntt€sned project.
The urudarl�jng tee owner stall have the rig-ht Ro continue to use the Terr9oraryr Easement area(s) In and
man ner and fK any Nrposa, inrludin!� butt nQt lifnited tp the u*e cf eaid area fir access, ingrew, egress, and
FR M7-A
Pa�e2of3
Reyiwd 0�+77115

COUNTY: UNION 13ROJEC T: CHESTNUT PARKWAY PARCEL NO-: 006
parking, that does not, rn the determiniltion of &ATOVtilN. obstruct or mamniallyr impair Ih& actuar Usa Of the
gasenl nt araa(a) by the Town of rnd+&n TTVII, it's agenks, assigns, and wntraclo s,
SPk=QAL PROVISIONS- This deed is subject to the f0um ing provisions only.
NIA
The prop" hereirkabovo described wad aoq Of&d by the GRANTOR and Wade Betett43 Wilson as
ant terranls with the right of survivoNhip by instruments) recorded in the Un ion Gou nip Reg isn Jn Geed
Sooic 46!� Pale 393. Wade J3erdetfie Wilson d led qn June 8 2a11
The Final rig ht o[ way+ plant. showing the abQae de rib right of way are to to cgrtiMed and rawrded
in the OMW of the R8ME� Of Deadr. for said County, Refermc* to which pMne is hemp madam for purposes
Qf further deurmiption and for greater certainty.
Txhe Grantor arkriaMedges that the prnieok plans fit C}heetnut Parkway hags baOn made avalfatile to fiirn. 71,e
Grantor futlar auahow[&dg.�s that the consideration hefted hereln Is Fug an d Jusl Campensatlon for the
aoq:uisitian of the said intornvA5 and areas by the TO E and for anyf and all damages to the value of his
remaining PDV* y; for any and all clalmr; for interest arrd costs; fnr any and ail damages caused by the
acquisIbon W lhre oanstruction of Town 4f Indian Tall PFI ject, Oha$tnut Par-kway, Union Counly and for the
past and f4AUM r�ee 10f sard areas by the TOWN, it's successors and a$!5igns. for all purposes for which the s
TOWN is authorized by law to subject Me Same.
TO HAVE A14D TO HOLD the aforesaid prenvses and alf Priydeeges andappurtenancas thereunto
belQn.9ang to the TOM, Its suocessors and assigns In FEE SI M PLC, or by easement as ind icabod- for
past, presani and future use thereof and fur ali purposft rwftich the said TOWN Is auth-urized W lerw to subjout
the sarne.
Arad this GRANTOR covenants wil h the TOWN, that the GRANTOR is selzad of the prarrdses in fee
Sirr *-, has the right to cacveyr the same in Fee siMPW or by easenwnr as indlcafpKf, #i,at the tllf-- theret-D is
Marketable and free and clear Of all encuml:;Lrames, and ttret the GRANTOR wdl w-mrrant and ❑efend the Irt]e
aga in st the IawwFut claims Of a1I PK50 Ks whbn-zoever axwpt for the exceptions hefeinafter stated. Title to the
property hereinabuye described i5 hereby -cnv ed subject IQ the followiN excepbans. F tricVva cvyen-an!s
and easements oFfacord, govarnment regulatiQrrs, and the lien of prop" taxes for the current yam.
tN WRTNESS WHEREOF, the GRANTOR has hereunto set his hind and seal (QF it corporate, hW
causod the instrunwrit to the s -ned in its corporate name by its duly authorized Dfficom and its seal to be
herf-Luntp affixed by aurthorityr of its Boar-d of Olrechors) the day and year flat above wrltt$n.
This instrunwt does not trarasier the herein desarlhL!'d interests u mess and untll Lhi� docunwl i:5
accepW by an authcriZed agent (it the Town of Indian Trad.
ao'f�'
Aaron d* W115on
ACC EFTS F-OF, T-R E —1WAJt4 0IF I-,J bI A01� 7-KAI L 10f ',
North Carolina, Unaan Countp
i r, aim a Notary Publirfor
17t E OAS si tb-cuAT) y amyl, North Oarolma, do hereby cediFy that
Lt Aaron Wade Wlegn
cduft personalty appeared before ma this day and acknowledged 1ha -due exertion
D C $i# the for-againg instrument
n19aTM 4rti 5 my hand and official seaF this this _ day of
-No (Public
My r;onnrr1iseicn expires` -M /
FRM7,A
Page 3 of 3
Revised =17115

RAV6ilue StaMpS S $146.OD
DEED FOR HIGHWAY RIGHT OF WAY
THIS IN TRUMENT QRAWN BY Todd H unksi nger CHECKED SY
The hlarefnatxer described Property ❑ eves
RMRN TO- ProffSional Propartyr Ssrvices
1 a335 Old Statesville Reed, Unit A
Comalhis, NC 28031
NOIZ7H CARO UNA
COU NT1' CIF UNION
TAX -PARCEL Part of 071140418
Does not include the pnTnarg residerkre of Iha Grantor
PARM NUMBER: C0N
PROJMT; CHESTNUT PARKWAY
ROM: NEW ALIGNMENT OF
CH ESTN LPT PAR KWAY
FROM CLO MONROE= ROAD
TO OR I6BLE RDA[)
TH IS PI=E SIMPLE DEED, made and entered Into as ref the day a€ Ocrober, 2-022 by and between
AARON WARE WLSON (urnmarried), having an address of 4005 OJd Monroe Road, Jndj;an Trail, NC 2807D,
herAFnefter referred to as GFNTOR, and
the TCA" OF IP401AN TFIA41L, a No4th Carol Ina munic4ml corporatlw. L 1iion County. NC, 37 5 Matthews -
Indian frail Road rndian Tait, NG 2807!9, herelnafter referred to as the TC +M;
WITHESSM
That the GRANTOR, Far hlFnselt, Ns heirs, successors, end assigns, fad and m wnsaderatian
of the sure cf $ 72..852 agreed to be vaid by tho TOWN to the GRANTOR. daea hereby
give, grant and convey uMv the TOWN, ft smces$ors and assigns, In FEE SIMPLE that certain
IpWarty boated in Vance Ur1 n Courik}r, North
CDrolinar whO is Particularly described a!a follows:
Point of beglnnIN tHeing S 47AOS'31.1" I., 44.1-01 feet fr0ra-L-Sta.26+00; thence Ong a curve 342.518 Feet
arpd hawing a radluo of 2043,900 Feet The choad of said curve bedig an a be.afing of N 50ABS2.5" E. a
dlstance of 342.117 kvt therice to a pcih71. ort o beanng of S 42A44' 12. W E. 5,001 ket, t11MCL% Mang a curve
61,920 feel and having a radius of 2045.000 k+et. The chard of $aid rwrae berg on a beanng of N 44" 58' 16.6"
E. a distance cF.81.915 feat; thence to a point on a bearing of S Townsho W1928.7" E, 67.000 fbal. thenw
along a curve! 1I.15V Fit and having a radius Of 2115. DUO Feet The chord of said curve belrkg on a hearing of
N 43" 41Y27.6` F, e 016tance of 11.152 f9et; utienQe to a point on a bearing of N 11AN' 12,4" E. 3.M faef,
twca to a p6nt on a bearing of N 11"!54'1 S-X W, 34.574 feet; thence to in pair$ on a beariN of N 02�11 '21. F
W. 33.711 feet; thenro to a point on a bearing of N 27"51'56.4' W, 21.673 fm!L Uww to a poi nt on a heaug
of N 20136'40.3" W. 24_216 feet; thence to a point on 6 bearing of N 00'%21`S_4" E, 15.4W feet; thence to a
Point w a bearing of N 1 r 11744.1' W, 9.134 Ism. Ihar1ce boa paint orb a bearing of S 55 5'32: S" W, 5B 3.6m
feet; thence to a pant firti $ bearing of S 340-31'26_V' Ir, 1 D4.a 1 i feet thence to a point bn a hejjring of N
65-43'13.1" E. FQ-1531 feet; retunning to the point arrd Maw of beginriing. Having are aria of apprwcimate2yr
being 1-229 ages
FIB M7-A
page 1 or 4
Rsvrsed =17)15

COUNTY: UNION PROJECT: CHESTNUT NUT PARKWAY PARCEL NO_; �U9
IN AMMON. and fw the aforastated consideration, the QRANTOR further hareh� c4nyey+s to the
M VN, ft&mcemors and assigns 119e fQ1lowFn9 dfsoribed ar-aas and inter ;
Permanent Drainage Easement described as dnlbws-
Point of beginrring being N 591ISS 10,4' F, 310.852 feet from _.-8ta.29+ ; thence to s pu rit on a bearing of S
421144'12.s" E. U-004 feet; thenca to a point on a bearing of N 46"41'5.1' J=, 4 1. &94 teat; thence to a point on
a bearing of N 4YL52'58,1" Wr 47.00D feet; therm to a point em a bearing of N 42" 44'12_8' W, 6.i*1 feet;
thence alone a cuma 40. �50 feet and having a recline of 2043. No feet The chord of said curve being on a
bearing o[ S 46" 41'19_5' YV, a ifislance of 40.959 Wet ri;turni ng to ttie point end place of bm-ginaing. FfavIng
an area of being approximately 0.0411 ecres
Said Pefn errt Dra inage Easement in perpetuity is -kw the inMaIlLation and mainterLance of dfelinage facilities,
ark for all purer for whk-.h the 70WN i5 authorized by Saw to w1bject samL�- Tire TOWN sr+d its a�ger,ts or
assigns Onn have the right to construct and rnaMlein in a proper manner in, upon and Ih+raragh said promi_s
a drainsge facility with all necessary pipes. PD6s and appurterian, , tageth& witti the right at all tinier to
enter said premirsiN for the purposa of inspecting said drainage fac­ilityr and making ale inec�!ssary repalrs and
aGeiratbns 1,her n: together with the right to cut away and k&0p O1ear Of saFd drainage faeIIFFy, ail trees and
-other obstruc#an%that may in any way err;!Langer or tnterfere with the proper maintenance -and operation of the
same with tf�& right at ali tinw5 of ingress, egress and regress.
It is und-FstbOd and agreed that this TOWN shall have the right to wnstruct and maintaln the W andfor fill
shapes in the atauve-descrlbed Perrrnanwt Drainage Easement arva(s). It is further undffstocod and agreed
than the Permanent Drainage Cammant shall be used #y the TOV%N for addlbOnal working area during the
above described project The uriderilyln,g fee owner shafd have the right to oorntlnue to use the Permanent
Drainage Easement area(s) in einy manner and foF any purpose, Inchuding but not tirnited to the ease of Bald
area Fur access, rn!�rew, 69M5, and parkFnq, that doars not, in tivL5. deterFninatjon 4f the TOVwf+i, iobstruct or
n1&U!rialh7 impair the actual u6e of dbB easement area(s) try the Town of Indian Trail, its agartil.,, assigns, arts
CoWractors.
Fempor$rk G nstrt,wti05 E2"rrient descrlhed as fof3o+ -
Area One- Point of beginnlnCr being N 58�,51'49.90 2, 261,973 fret frcrn -L +p j: tf once to a polm on a
hearing of S 431' 2Z5.a 1" E. .217.000 feet; lhence to a paint on a bearing of N 45^15'27.g" EF .404 faeC thence
to a porn# on a bearing of N W101215.711 VV. 37,417 f ; ttience albng a curve 81.1�2o feet end haying a radius
Of 2048. 0 021 feet. The chord -of paid curve being on a bearin of S 44�:53'16_6" W, a dlstaraca of $1. 91 �a feet;
ri lurnin!� to the point and place of beginnIrrg. Having an area of baing appraximalety 0.070 sues
Area Two: Paint of beginning being S 47AC1631.1" E, 44.101 feet from -L ta.20+00; thence 10 a pain! on a
bearirog of S 3,1" W 82. n1 f ; thlarm to a pant on s bearing of S 34�3Y 6. i3F E. 17. DOC met;
them to a point on a hearing of N 3' 13.1- C, 12.330 feet; thence to s point -on a bearing of S 34A1645. F
E. 8.000 feet; thence W a point on a bearing of N 5543'111" E. 69_7 tenet; thence to s point on a bearing of
N 53&4242 0' F_ 144.048 fib tfrmre to a palrtit on a barring of S 3B"1747.2" E. 7.000 1!11noI� t-o a point
OR a healing of N 50112$'9,$^ E, 160.9[y6 feet; t1ertue to a point on a bearing 4t N 42h44' 12.8" W, 3_4.81 B feet;
thence slerwg a curve.201, 558 feet and haying a radiu% of 2Q43. No Feet The -chord of sad curare Bing an a
tiring of S 51 J129'34).2" W. a dlsiariQe of 301.285 few returining to the point end place of tn*inn ing. Having
an area i�f teeing approximately 0.243 snores
It is understuad and a0reed that true TOWN shall haae the right to construct ant! maintain the mt an.�or fill
310pas In tfie above dewibed temporary easenwHot areas) u n1i1 such Bree that the property awners altef th-P
adjaDwi lance in such a manner that the cut andsnr fill ftes are riu longer needed for the Ia "I support of
the roethuay. Any addFt wal conslructiun areas king beyond the cut andior fill sbopea and extewiri� beyond
the tight of way limits and beyond any permanent easament areas will fi�rrriinate upon curnpae 01! the
pro t. The ur4derlyring f" owner shall hfte the right to continue to use the Tern�porar� Emerrmanj afea(a) in
any rrwanner and for any purpose, irKlwding but not llrr,ited to the use ¢f said area for ate, ingress, egg,
and parking, that deea not, in the d0ermfiflaflon of the TOWN, obstruct or materially ImPeir the actiaL use of
the easement. area(s) L�ry the Taws q# Indian Trail, tts agents, assigns, and contractors.
Temtpnrary Drainage Eaaernent descrifi!d as follows,
Area -Oriw Point of beglnriing being N 70"44'17.1" E. 250.707 feet from-L-8te..�6+00: thence try a paint on a
beartnq uF 5 40"43'53.5' ir, 17,0oo feet; briar to a point -orL a bearing of N 48"1 b'56,9" E. 73.216 feet; thence
to a point an a bearing of N 421 4' 12.8" W, 14,182 fieeE; thenrre to a point on a bearing of S `�8'�,8" W.
72_725 feet; retui•nlntg to the point and pfiape of p inning. HaMin!� an area of Being approximately 0.428 acres
Afea Two- Point -of beginr3irig being H 61 '14,7 E. 421.472 feet From -L .26,F ft 1;1 en $ to a paint prti a
haann!� of S 45136'6-0" E. 50-OW feet; "r tx a point on a bearing of N 4Y32'20.(Y' EF 2,133 feet; 1h"ce to
a p-oirrt on a gearing Gi N U70112'17. W W, 7.13M feet; thence to a poirnt up a bearing of M 11 A08112.01, E, -237
feet; thence slang a curse 11,152 fie# and hipying a radius of 2115.000 fret The chord of said curve bein an
a faring of S 43A40'27.5" VV, a distance 4if 11 _152 fee#; thence to a point an a bearing of N +46111 O'28,7" W.
FRM7,A
page 2 of 4
Rf-,vlWd 1)2�17�15

COUNTY, UNION PROJECT: {CHESTNUT PARKWAY PAR EL N O.: 008
29.5.83 fait; Thence to a point on a lhearing of 9 4!5�1527_9' W, M856 Wt, retuning to the point and place of
beg irrn ing. Having an area of being epproximalaly 0,022 a0pes
This ":Sirvction easament(sp shall expire upon pampletion end acceptar,re of the aforementioned proiect.
The underl'yirig fee Owner stiali have the right b� oontinuEF to use the Temporary Easement area(s) in any
mann-r and for any Pure . including but not rirrtited to th-e uee of said area for accas% ingress. "res!!, ar d
parklm that dDm not, in the deter irm6an of the TOWN, obstruct 13r rraleriall impair the aural use of the
599ernent area(s) lbyr the Town of Indian Trail, IRs agents, assig na, and contract-Drs
SPEML PRO SIGN S. This deed Ig subject to the fol[uwle g p,rovisivns onlp
NfA
The property Frereinab ove described was aoq uimd 4Y the GRANTOR byr instrument(e) recorded in
the _ U nion _ -County Registry irh Deed -Book B314 Page 817
The frnak right of way plans Showing the above described right of way are to be certified and reC011fE�ld
in the Office of the Reglster of Deeds for said County. Referonce to which p ws is hereb� made fcr purpvsez,
of further description and For greaW-certainty.
The Grantor ac#cnowledg4�s tat the preje t plans for Chestnrjt Parkway have been made avaiJaWe to him. The
Grantor Further ecknowredge-5 that the cv,i5ideratiOn stated herein is full an►d just cbmverSsation for the
-acqui�sitlon of the said inwe5ts and areaw by the TOWN and for any and all damages to the value of his
rernainin9 prcVerty-. for arry and all clalms for interesi and its; for any and aEl damages caused by the
acquisition. for the -Gon,strudion of Town -of Indian Trail Frojec* C hertnut Pafkway, Union County and f-Dr the
pant and future us+e of said areas by the TOVM. Its WcOD&Imn arrd a$signs for all purpose$ far which the void
rUM is aLOelrized by Iaw t¢ sub*t the ranee.
TO RAVE ANO 70 HOLD the af0reeaid premise5 and all privileges and appurtenances therf--UnLD
belonging to thfe TOWN, ds r-=cesscrs and assiigns wl FEE SIMPLE, or by easaffwtas indicated, for the
Past. presarrt and future use khireaf and for all purpamas whicb Lhe said TOM is autfn0r¢ad by Iarw to subj t
Me, -5ame_
And the GRANTOR Mvenants we the TQWN. Chet the OR. TOR is seized of the premises in fee
sirnpla, has the r�ght to oonvey the same in fee sirnapd9, Of by easement as fndie tee, Ihat the title thereto Is
rnarkotable and fnm and clear of all encumbrances, and Thant the GRANTOR will warrant and dafL%nd the tittle
agalnst the lawf u I claims of all Per$ans wharinWever except for the exrAptiorrs hereinafter staled. 'Fitt-, to the
praperty herejnabcMe descratad i:s herebyr car veyred suNEWk to Ehe fol;lumng exceptlorps; Restrictive owvenants
arrd eee+errtents of reoord, government (nij atiuns, and the lien al!pFoperty taxes for tttie current year.
�Y.
.r
s.
.r
FR W-A
Rage 3 of 4
Revised n17115

COUNTY: UNION _ FIRO JECT: CHESTf, UT FARK AY Pr RCEL NG., �UQ
IN i MTNMS WHF=R EOF, the GRANTOR has hereu nt4 set h Is hand and seal (or if C41`pMate. h"
caused the instrument to!be 5igried in iks corpora!e name by h duly attifior¢ed 01KRrs ark its seal tO be
iiereunl�p affixed by authorityr of its Ord of Directors) the day and year first abfte written
This ir1Wy meat dies not transfer tha herein 4e%rit�ed intOM3ts U1910SA and urlIrJ this 60cu meat is
D=Wed by an authorlred RPM 0 the Town Qf I ndian Tmil
Aaron Nude Wilson (SEAL)
ACCEPTEDFOR THE T01AN OF IN-DIAN TRAIL BY;
North Carolina, lirwivn County
I3EME AS L—L0�VADF�A �. I, Nary Pxr�lic fir
N AR 't iC nl!Y. North Carnlma, -do hereby cerutyr that
una pp�, �' n
r,-CountyAaron 4Va,de V93on
Isai0P Ev Ire& 57 &251= personally appeared trefore n A this dayr and acknowledged the due exacut vn
of the foregoing Lnrtrurnent.
WEtness myr hand and aficial seal this the day of
' pia 22
otarY Public
commission axpkes- \)l
FR M7-A
Page 4 of 4
Rewi�md OV17115

Re'Vem@ Stamps `]} 144.00
[SEED FOR HIGHWAY FRIGHT OF WAY
THIS INSTRUMENT t]RA7#M BY Todd Huntsinger CHECKED BY
The hereinafter described prciDerrq [:] Does a des nrot include the prlrnary msidence Qt the Oiantnr
RETURN TO. Prgfessaonaf Prupertp Services
198:3a Old Stan ilae Road, Unit A
CarneDus, NC 2802�1
NORTH OAROLaNA PARCEL MUNISM; OD4
COUNTY Cf UNION PR(MECT; CHEstwof F KwAY
TAX PARCEL Part of 0711404 f C ROUTE! NEW ALJGNIVENT OF
CHESTNUT PARKWAY
r-ROM OLD MONRf3E ROAD
TO GRIBBLE ROAD
THIS PEE SIMPLE DEED, modle and enlarud into as of ttke _ day of September, 2022, by and halweem.
.JU DY H. WILSON (widow), owirw of a ono-hodf Undivided interest in the Pirop'ettY dlewribed herein; and , FUDY
H. Vw!"ON (widow), WARREN WILSON (dhkoTued). JULIE BELL (divarced), AARON WtLSON (unmarried)
and SAM WILSON a rid wifs JENNIFER WILSON, collectively owners of a ona-half Lrndfvlded interest in the
propecb} d umbed grain (the IrrdiyWr.;als listed above afe herein-afler ropectively referred to a!s GRAAII70IRS),
having are address of 616 Greentwiiar Driva, Matthews, NC 2-�104: anil
the TOWN OF fNDIAH 1HAIL_ a North Carolina rrwniapal corporation, Union County, HID. 315 Matthews -
Indian Trait Road Indlan TraR. NC Z5079, herarnaRer referred to as the TOWN,
W�TNESSETH
That the GRANTORS. for themelves, their heirs, succasrmrs, and as-5igrts, for and in consideration
of Iha -sum of S 71,046 agraed to ba paid by the TOWN to tha C FRANTORS, -d-D hereby
g", grarnt and convey unto the TOV&. its $uooessofs and assigns, In FEE SIMPLE that onerlain
property Located In Viarwe Township, Union County, North
Carolina, which is particularly described as full:
FRM7-A
fade I OF
ReVi9ed i711-5

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CAROLINA
ECOSYSTEMS, INC.

Chestnut Parkway
October 11, 2016
Page 2 of 2
We respectfully request your review of this information so that a preliminary jurisdictional
determination under the CWA may be obtained. If you have any questions, need additional
information, or would like to schedule a site visit, please contact me at your earliest convenience
at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
ny� 2�—
Phil May
Senior Environmental Scientist
Attachments:
- Jurisdictional Determination (JD) Request Form
- Preliminary Jurisdictional Determination Form
- Table 1: Stream Summary Table
- Table 2: Wetland Summary Table
- Figure 1: Vicinity map
-Figure 2: USGS map
- Figure 3: Jurisdictional Features map
- Wetland Data Forms

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Multiple parcels; See Vicinity Map.
City, State: Indian Trail, North Carolina
County: Union
Directions: From Asheville, take 1-40 E to exit 123 and merge onto US-321 S. Take US-312 to 1-85 N toward Charlotte.
Take exit 30 onto 1-485 S to exit 52 towards Matthews. Turn right onto Old Charlotte Hwy and site will be on left in 3 miles.
Parcel Index Number(s) (PIN): Various
B. REQUESTOR INFORMATION
Name: Adam McLamb
Mailing Address: PO Box 2430, Indian Trail, NC 28079
Telephone Number: 704-821-5401
Electronic Mail Addressl: [e-mail]
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑✓ Other, please explain.
Town project. Right-of-way to be acquired where needed.
C. PROPERTY OWNER INFORMATION
Name:
Mailing Address
N/A
N/A
N/A
Telephone Number: N/A
Electronic Mail Address 3: N/A
❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
2 Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION'
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner (please print)
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
Date
❑� I am requesting that the Corps provide a preliminarX JD for the property identified herein.
This request does include a delineation.
❑ I am requesting that the Corps provide a preliminarX JD for the property identified herein.
This request does NOT include a delineation.
❑ I am requesting that the Corps investigate the property/project area for the presence or
absence of WOUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

F.
❑✓
Jurisdictional Determination Request
ALL REQUESTS
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 44.5
0
G.
acres
I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form6.
❑✓ Project Coordinates: 35.0756
Latitude-80.6785
Maps (no larger than I1x17) with Project Boundary Overlay:
Longitude
7 Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
7 Wetland Data Sheets
Tributaries:
❑ USACE Assessment Forms
❑✓ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude
Longitude
Maps (no larger than I1x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://www.saw.usace.army.mil/Portals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
6 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑ Wetland Data Sheets9
Tributaries:
❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑ Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resources
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard -
copy submittals include at least one original Plat (to scale) that is no larger than 11"x17"
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and return them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
❑ Must be sealed and signed by a licensed professional land surveyor
❑ Must be to scale (all maps must include both a graphic scale and a verbal scale)
❑ Must be legible
❑ Must include a North Arrow, Scale(s), Title, Property Information
❑ Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
❑ Must clearly depict surveyed property or project boundaries
❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
❑ When wetlands are depicted:
• Must include acreage (or square footage) of wetland polygons
• Must identify each wetland polygon using an alphanumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
❑ When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tributary with
approximate width of tributary OR surveyed Ordinary High Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphanumeric system
• Must include linear footage of tributaries and calculated area (using approximate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, when no USGS name exists, identify as "unnamed tributary"
❑ all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to
surveyed project/property boundaries
❑ Must include the location of wetland data points and/or tributary assessment
reaches
❑ Must include, label accordingly, and depict acreage of all waters not currently
subject to the requirements of the CWA (e.g. "isolated wetlands", "non -
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
❑ When the entire actual Jurisdictional Boundary. i�picted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction
of Section 404 of the Clean Water Act as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction maybe relied upon for a period not to exceed five (5) years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
❑ When uplands may be present within a depicted Jurisdictional Boundary
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACE Action ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
❑ be at sub -meter accuracy at each survey point.
❑ include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property survey (metes and
bounds).
❑ include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Adam McLamb
PO Box 2430, Indian Trail, NC 28079
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Multiple parcels; See Vicinity Map
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC
County/parish/borough: Union
City: Indian Trail
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.0756 ON; Long.-80.6785
Universal Transverse Mercator:
Name of nearest waterbody: South Fork Crooked Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
575 linear feet: 15 width (ft) and/or
Cowardin Class: Upper Perennial
Stream Flow: Perennial
Wetlands: 0.19 acres.
Cowardin Class: PFO and PEM
OW.
acres.
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non -Tidal:
1

E
REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Vicinity Map
❑✓ Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ 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
0 U.S. Geological Survey map(s). Cite scale & quad name: Matthews (2013) 1:24K
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
■
100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: 0 Aerial (Name & Date): 2015 NC state Aerial Photographyor
❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
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
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
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)
that 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) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (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 preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes 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 approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, 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,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary J0 finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has nit
necessarily been verified by the Corps and should not be relied upon for
late oaktl o ns
Signature and date of
Regulatory Project. Manager
{REQUIRED}
'-1 - "7
, �7
&grlature and da a of
person requesting preliminary ,1D
(REQUIRED, unless obtaining
the signature is impracticable)
4

Chestnut Parkway Stream and Wetland Summary Tables August 2016
Table 1. Streams
Stream
Bankfull
Bankfull
Length
Stream Name
Lat
Long
Status
Height (Feet)
Width (Feet)
(Feet)
South Fork
Perennial
6
15
575
35.0761
-80.6777
Crooked Creek
Table 2. Wetlands
Wetland ID
NCWAM
Class
Isolated
(YEN)
Size (Acres)
USACE Forms
Lat
Long
Hydrologic
Cowardin
WET
UP
WA
Bottomland Hardwood Forest
Riparian
PEM
N
<0.01
WA
WA
35.0766
-80.6781
WB
Bottomland Hardwood Forest
Riparian
PFO
N
0.13
WB
WA*
35.0764
-80.6783
WC
Bottomland Hardwood Forest
Riparian
PFO
N
0.05
WC
WA*
35.0753
-80.6777
1
WD
Bottomland Hardwood Forest
Riparian
PFO
N
<0.01
WC*
WA*
35.0753
-80.6776
1 = Approximate
* = No form completed, but see referenced form due to similarity of community
- = No data

Fourmile
ok
1
Lat 35.0753 / Long-80.6788
vuiuu wuuLy
Stevens C�ec �
Creek
So�th�
Indian Trail
v
z'i - / \ 'L�-
97` 1
N Figure 1: Vicinity Map
CARCLI lVA � Miles � Study Area
ECOSYSTEMS 0 0.5 1
�� USGS Named Streams Chestnut Parkway
August 2016 Union County

N
MStudy Area
Feet
- Wetland 0 150 300
�i Stream N
a�
e�
a O
U
D �
• � O
U
a
73
z
� a
N O
� b�q
O
N
d�
JN
�--
UU
- LLi
Figure 2

MStudy Area
4W Wetland
Stream
M0000:::� Feet
0 150 300
N
Rif
oN /ft.
le.
le
A
11W I"
41
I V14
417771�-
it
jo
L 11
r
U
U
X
U
z
. . . . . . . . . . . . . .
kt j,
AIN
L 0
r rt.
It KIL I
IiI6
Figure 3

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
ProjecVSite: _, C.y!e4o Tel ur CitylCounty: J'r 3r Sampling Date: C,ta/ +01 2-L4 �e
ApplicanVOwner: �s State: i }! Sampling Point:
Investigator(s): T i7.•-r .� oow`.r* •r Section, Township, Range:
Landform (hillslope, terrace. etc.): Local relief (concave, convex, none): 102o' r ay::-L- Slope {%}:
Subregion (LRR or MLRA): 31--T Lat: 35, pl;b Long: —Sh, 091 Datum:
Soil Map Unit Name: Clrn� - r-1 f\ rat s•NWI classification: t�EM
Are climatic ! hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.)
Are Vegetation Sail or Hydrology significantly disturbed? { 7" Are "Formal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? r'" (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes No
—� Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes T No
t-IYDROLOGY
Wetland Hydrology Indicators:
W
Secondary Indi ators minimum of two required)
Primary Indicators (minimum of one is recuired; check all that apply) —
Surface Sall Cracks (e6)
Surface Water (Al)
wµ True Aquatic Plants (614)
Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
Hydrogen Sulfide odor (Cl)
_ Drainage Patterns (810)
-Saturation (A3)
=r Oxidized Rhizospheres on,Living Roots (C3)
_ Moss Trim Lines (1316)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (CS)
Algal Mat or Crust (84)
�_
_ Other (Explain in Remarks)
Stunted or Stressed Plants (DI)
Iron Deposits (65)
��Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
Shallow Aquitard (P3)
_r Water -Stained Leaves (89)
icrotopographic Relief (134)
Aquatic Fauna (813)
_`' FAC-Neutral Test (D5)
Field observations:
Surface Water Present? Yes No
Depth (inches):
Water Table Present? Yes No
Depth (inches):
G `
V
Saturation Present? Yes No
Depth (inches):
Wetland
Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants,
Sampling Point:- \4r.
Tree Stratum (Plot size:
%A Cover Species? Status
Number of Dominant ies
1,
That Are QBL,FACW, or FAC: (A)
2.
Total Number of Dominant
3
Species Across All Strata: (B)
4.
Percent of Dominant Species p
5.
That Are OBL, FACW, or FAC: ('°Jg)
6'
Prevalence I n dex wo rks heat:
7
= Total Cover
Total °% Cover of: Multiply by:
50%u of total cover;
20%0 of total cover:
OBL species x 1 -
SaylinglShrub Stratum (;Plot size:
FACW species x 2 =
1
FAC species x 3 =
2
FACU species x 4 -
UPL species x 5 =
Column Totals: (A) (B)
3
4
5.
Prevalence Index = BIA =
6.
Hydrophytic Vegetation Indicators:
7-
_ 1 - Rapld Test for Hydnophytic Vegetation
8•
2 - Dominance Test is >50%
9
3 - Prevalence Index is s3.0'
= Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50°%of total cover:
20% of total cover:
Herb Stratum (Plot site: �
data in Remarks or on a separate sheet)
, _ }
Problematic Hydrophytic Vegetation' (Explain)
3.
r
AC W
Indicators of hydric sail and wetland hydrology must
be present, unless disturbed or problematic-
4.
co'
definitions of Fqur Vegetation Strata:
5. -
6
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) cr
more in diameter at breast height (OBH), regardless of
7•
height.
8,
5aphn91Shrub - Woody plants, excluding vines, less
9.
than 3 in. DBH and greater than or equal to 3.28 ft (1
10•
m) tall.
11
Herb -All herbaceous (non -woody) plants, regardless
Total Cover
of size, and woody plants less than 3-28 ft tall-
50% of total cover: .S 20% of total cover:
Woody Vine Stratum Plot size: �Cr �+w
( 1
Woody vine - All woody vines greater than 3 - 2 8 ft in
height.
1. - of. -,
0 f L _.
Hydrophytic
5• Vegetation
F = Total Cover Present? Yes No
50% of total cover: T S 20°% of total cover: ­5
Remarks: (Include photo numbers here or on a separate sheet)
US Army Corps of Engineers Eastem Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: `r
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
°lo
Caior (moist) % Type Lac Texture Remarks
7,�`�G1<
RM=Reduced Matrix. MS=Masked Sand Grains.
Hydric Soil Indicators:
_ , Histosol (A-1)
Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Type:
Depth (inches):
Location: PL=Pore Lining, WMatrix.
Indicators for Problematic Hydric Sc
J Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Poly -value Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
f Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19)
,Depleted Matrix (F3)
_
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 31ndicators of hydrophylic vegetation and
Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic-
Hydric Sell Present? Yes / No
US Army Corps of Engineers Ea stem Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region olk Ly
ProjectlSite: C V a 5� n.., � ?" {GW a`.i City/County:
Applicant/Owner:
Sampling Date: i at"
State: SIC_• Sampling Point: "A D
Investigator(s): mousection, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): n a r.t_ Slope (%).
n
Subregion (LRR or MLRA): �_S6 -!W" Lat: 'a S Long: datum: 'r1 ��S 914
Soil Map Unit Name: CJ=0AALJC1 i 7 i 7� NWI classification:
Are climatic 1 hydrologic conditions on the site typical for this time of year? Yes - No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes /� No
Are Vegetation Soil or Hydrology naturally problematic? �� (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS -- Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area }
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes No=
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indiotprs (minimum of one is required: check all that apply) _
_ Surface Soil Cracks (B6)
Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Mass Trim Lines (B16)
— Water Marks (B1)
— Presence of Reduced Iron (C4)
" pry -Season Water Table (C2)
— Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C5)
Crayfish Burrows (C8)
Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (84)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ZGeomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
Water -Stained Leaves (139)
_ Microtopographic Relief (134)
Aquatic Fauna (B13)
— FAC-Neutrat Test 05)
Field Observations:
�
Surface Water Present? Yes
Water Table Present? Yes
No! � Depth (inches):
No Depth
Saturation Present? Yes
(inches):
No :Z� Depth (inches):
Wetland Hydrology Present? Yes Na_z_
ncludes ca i 11 ary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
4rmy Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

I
VEGETATION (Four Strata) — Use scientific names of plants.
1 Absolute Dominant Indicator
Tree Stratum (Plot size: % Cover Species? Status
T.�CUAi CtA�,{rA -2
2._ OL uC�us rA]b.v+, �
3.Ipor
4, t n V '. r .1_ E&t�
5. c aA . LAC—
B.
7
= Total Cover
50% of total cover: J 9 20°% of total cover: ` r
SaolinolShrub Stratum (Plot size: I ]
i
50°% of total cover:
Herb Stratum (Plot size: _ }
1.
2.
3.
5.
7,
8.
9.
10.
k
11.
Sampling Point: Vj/- M�,
Number of Dominant Species
That Are OBL, FACW, or FAC:
(A)
Total Number of Dominant
Species Across All Strata:
(B)
Percent of Dominant Species
G►
�,'
That Are OBL, FACW, or FAC:
(AIB)
Prevalence Index worksheet:
Total °% Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A)
(B}
Prevalence Index = WA
=
1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53-0'
= Total Cover 4 - Morphological Adaptations' (Provide supporting
20°% of total cover:
data in Remarks or on a separate sheet)
T Problematic Hydrophytic Vegetation' (Explain)
= Total Cover
50°% of tot�l cover: 20% of total cover:
Woody Vine Stratum (Plot size: }
.S q U� n LEA
rGJL LZIY�, -fir FAC_EA r
5.
L = Total Cover
50% of total cover: , 30 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Tree — Woody plants, excluding vines, 3 in. (7.8 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sap Iin91Shrub -- Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb— All herbaceous (non -woody) pi ants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — Ail woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
Present? Yes No
' Army Corps of Engineers
Eastern Mountains and Piedmont— Version 2.0

SOIL Sampling Point: -- 47 )
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth Matrix_
Redox Features
(inches) Color moist %
Color (moist) % Tvoe Loc
Texture Remarks
'D 1 J ;
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
'Location: PL=Pore Lining, M=Matrix-
Hydrlc Soil indicators:
Indicators for Problematic Hydric Soils':
Histosel (Al)
T
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont F€oodplain Soils (F18)
Stratified Layers (A5)
T
Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Dep€eted Below Dark Surface (A11 }
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al 2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iran -Manganese Masses (1712) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (S4)
_ Umbric Surface (1713) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
_ Sandy Redox (S5)
Piedmont Floodplain Soils (F18) !MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (56)
Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2-0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region W S wee_ -
Prolectl5ite: CVy )r VlJf rod-u-r, City/County:. ` f. or Sampling Date: 01�0 alb 1110 W,
Applicant/Owner: state: fj C. Sampling Point:_)! Ih I L%4
Investigator(s): .7 - m DV-W t l C Section, Township, Flange:
Landform (hillslope, terrace, etc.): Ae.! re�U Local relief (concave, convex, none): Con QelIe Slope
Subregion (LRR or MLRA): t (Ci ' V l Lat: 2,� . E,� f Long: �io� �3 r�Datum: '�% 5
Soil Map Unit Name: C W, nn - G CL C-VW.mLl NWI classification; h'Y
Are climatic / hydrologic conditions on the site typical for this tirne of year? Yes No (If no, explain in Remarks.)
Are Vegetation . Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes No
H dric Soil Present? Yes No Is the Sampled Area
y --�^--- within a Wetland? Yes � No
Wetland Hydrology Present? Yes V No
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators [minimum of two required) -
Primary Indicators minimum of one is required; check all that apply)
_ Surface Soil Cracks (B6)
Surface Water (Al)
_ True Aquatic plants (614)
_ Sparsely Vegetated Concave Surface (BS)
_ >iigh Water Table (A2)
Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
_ Saturation (A3)
V Oxidized Rhizospheres on Living Roots (0)
_ Moss Trim Lines (1316)
_ Water Marks (131)
— Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
Sediment deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
Drift Deposits (133)
— Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (84)
, Other (Explain in Remarks)
Stunted or Stressed Plants (DI)
Iron Deposits (145)
Geomorphic Position (132)
1 undation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
_V Water -Stained Leaves (139)
y Microtopographic Relief (D4)
✓
— Aquatic Fauna (B13)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
Y Depth (inches):
Water Table Present? Yes No __%Oe Depth (inches):
7'
''
Saturation Present? Yes No
Depth (inches): tJ
Wetland
Hydrology Present? Yes No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: w
Tree Stratum (Plot size: )
1- -
% Cover
Species? Status
Number of Dominant Species
That Are CBL, FACW, or FAC:
Total Number of Dominant
(A)
2. �CK v f�la r,�•� f ! i�r
r}O
3- t as rn a nurlLzpr S{1ara ��a-
EALC,
Species Across All Strata:
Is (B)
4
5
Percent of Dominant Species
p
do
That Are 08L, FACW, or FAC:
A-, (A/B)
8,
Prevalence Index works host:
7
I
= Total Cover
Total % Cover of:
Multioly by:
50% of total cover:
7'} 20% of
total cover:
CBL species
x 1 =
$aplingrl$hrub Stratum {Plot size:
FACW species
x 2 =
4. �t , n Irk �7enr:s-.j �� �:'.• [ a
FACW
FAG species
x 3 =
2.
j
�� FAL
FACU species
x4 =
3
UPL species
x 5 =
4
Column Totals:
(A) (B)
5'
Prevalence Index = B/A =
B.
Hydrophytic Vegetation Indicators:
7-
1 -Rapid Test for Hydrophytic Vegetation
8.
�2 - Dominance Test is >50°Io
9'
3 - Prevalence Index is s3.0'
D = Total Cover
r
50% total 20% total
_
_ 4 - Marphofogical Adaptations' {Provide supporting
of cover: of cover:
data in Remarks or an a separate sheet}
Herb Stratum (Plot sizer]
Problematic Hydrophytic Vegetation' (Explain)
1.
c �s Q AAS in A !-� f
3-_
t�l GW nS V1^ r. C�Unnn I D bT�L
Indicators of soil and hydrology must
a L ors.,,
less or problematic.
be present, unless disturbed or problematic.
4_
_
QA s1S
Definitions of Four Vegetation Strata:
5.
S
Tree — Woody plants, excluding vines, 3 in. (7.8 cm) or
more in diameter at breast height (I7BH), regardless of
7-
height.
8.
Saplingl5hrub— Woody plants, excluding vines, less
9
than 3 in. DBH and greater than or equal to 3.28 ft (1
to.
m) tall.
11
Herb — All herbaceous (non -woody) plants, regardless
13 = Total Cover
50% of total cover: ��. 20% of total cover:
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
Woody
Vine Stratum [Plot size:
height.
try.
aC
2.-
3.
4-
Hydrophytic
5-
Vegetation
I t7 = Total Cover
Present? Yes No
50% of total cover: 20% of total cover: Q
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

SOIL
Sampling Point: Imou 6 v'4?-
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
inches
Color (moist)
_Color foist] % Tvoe Lac Texture Remarks
5-12
yr--1 I
L`-
! 1� (A 5IL. is
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
oamy Gleyed Matrix (F2)
— Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
Depleted Be low Dark Surface (A11)
Depleted Dark Surface (F7)
_ Other (Explain In Remarks)
Thick Dark Surface (Al2)
_ Redox Depressions (F8)
Sandy Mucky Mineral (Si) (LRR N,
Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
WILRA 136)
Sandy G€eyed Matrix (S4)
Umbric Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
Sandy Redox (S5)
_ Piedmont Floodp[ain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Stripped Matrix (S6)
Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Hydric Soil Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: i City/County: U W % a r Sampling Date: rJ!a D:i 2cY U
ApplicanUOwner: State: fIX- Sampling Point:
Investigator(s): 5 M.nr 5 Craw nr Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): for Slope (%): �
Subregion (LRR or MLRA): 13(z'-? Lat: _ �� Long: Datum:
Soil Map Unit Name: r�.Ovtl\41Y S Vr on/yi NWI classification, Pro
Are climatic / hydrologic conditions on the site typical for this time of year? Yes '/ N❑ (if no, explain in Remarks,)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation , Sail , or Hydrology naturally problematic? A17 (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes V No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Wetland Hydrology Present? Yes V No
y w-D
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Prima Indicators minimum of one is r uired' check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
True Aquatic Plants (B14)
Sparsely Vegetated Concave Surface (BB)
3��Iigh Water Table (AZ)
�ylydrogen Sulfide Odor (Cl)
_
_ Drainage Patterns (B10)
Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
" Dry -Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Soils (C6)
Crayfish Burrows (CS)
Drift Deposits (133)
___. Thin Muck Surface (C7)
_ Saturation Visible on Aerial imagery (C9)
Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (01)
Iron Deposits (135)
Geomorphic Position (132)
Jnundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
_ FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
`� Depth (inches) -
Water Table Present? Yes No
Depth (inches):
Saturation Present? Yes ✓ No
Depth (inches):
Wetland
Hydrology Present? Yes No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) -Ilse scientific names of plants.
Absolute Dominant Indicator
Tree Stratum {Plot size: j % Cover Species? Status
� � 5 'Q-CA
2.
3,
4,
6.
7.
50% of total cover:
i O = Total Cover
L 20% of total cover:1�Z
Sapling/Shrub Stratum (Plot size: 15
Fr"A
j
1. ow
2. • L t
4,
5.
s.
7.
8.
9.
= Total Cover
50% of total cover: :7 20% of total cover: 1 —
Herb Stratum {Plot size: 5 j
2.�
]r�
3.
4 '
5.
6.
7.
8.
9.
10.
Sampling Point: t-L/- V
Number of Dominant Species
That Are OBL, FACW, or FAC:
(A)
Total Number of Dominant
Species Across All Strata:
(B)
Percent of Dominant Species p "
L�J
That Are OBL, FACW, or PAC:
(NB)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
PAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
(B)
Prevalence Index = BIA =
1 - Rapid Test far Hydrophytic Vegetation
- Dominance Test is >50%
3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric sail and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree -- Woody plants, excluding vines, 3 in. [7.6 cm] or
more in diameter at breast height (DBH), regardless of
height.
Sap Iin91Shrub — Woody plants, excluding vines, Tess
than 3 in. DBH and greater than or equal to 3.28 ft {1
m} tall.
Herb — All herbaceous (non -woody) plants, regardless
I i7� = Total Cover I of size, and woody plants less than 3,28 ft tall.
50°/eof tote! cover: SO20% of total cover: 1
r7
Woody Vine Stratum {Plot size: ] D
1.
2.
3.
4.
Total Cover
50% of total cover: 20°% of total cover:
(Include photo numbers here or on a separate sheet.)
Woody vine -- All woody vines greater than 3.28 ft in
Hydrophytic
Vegetation
Present? Yes No
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

f
SOIL
Sampling Point: w C 1,-)v {
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color [moist)
°%
Color moist % Tvoe LucieTexture Remarks
Q' V
iQ`A '�f 2
11)
`--- 101
; r'yp- 1-'
r1
(y
O0
-)r5'/R "(tr -'k 0 _ L 1l�t
lb- Z
ro`f� `` r
�S
7• syR `f lr� 5 C c L
RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Linin , M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (At)
_ Dark Surface (S7)
_ 2 cm MuCk (At p) (MLRA 147)
_ Histic Epipedon (A2)
— Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
— Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Pled mont Aaodplain Soils (F19)
_ Stratified Layers (A5)
y[ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
Depleted Below Dark Surface (A11)
� Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Thick Dark Surface (At 2)
Redox Depressions (F8)
Sandy Mucky Mineral (S1) (LRR N,
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
Sandy Redox (S5)
_ Pled mont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Type:
Depth (inches):
Hydric Soil Present? Yes No
t
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

Highway Stormwater Program
Stormwater Management Plan
Project Name: Chestnut Parkway County(ies): Union Page 1 of 1
General Project Information
Project Name: Chestnut Parkway Project Type: New Location Date: 3/17/2020
Contact:
Todd Huntsin er
Contractor / Designer:
Richard L. Bollinger, PE
Address:
315 Matthews -Indian Trail Road
Indian Trail, NC 28079
Address:
8521 Six Forks Road
Suite 400
Raleigh, NC 27615
Phone:
704-821-5401
Phone:
919-926-4105
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Indian Trail
County(ies):
Union
River Basin(s):
Yadkin -Pee Dee F
ICAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.554 mi Surrounding Land Use: I Residential, Commercial
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
4.9 ac.
0.0 ac.
Typical Cross Section Description:
The proposed Chestnut Parkway typical section has two, 11' lanes on the left and right,
followed by a 6' concrete sidewalk on both sides. 2'-6" curb and gutter is used on the
outside edge of travel and 1'-6" curb and gutter is used at the median edge of travel. 4.5'
of earth material separates the curb and gutter from the sidewalk.
N/A
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 15,400 Year: 2018
Existing: 31,600 Year: 2035
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This project is a new alignment of Chestnut Parkway from Old Monroe Road to Gribble Road. There is one site within the project, at the location of a proposed culvert, where
permanent and temporary surface water impacts will occur. Floodplain benches are to be constructed upstream and downstream of the proposed cuvlert and the banks are to
be stabilized with rip rap to minimize any erosion that may occur.
Waterbody Information
Surface Water Body 1 : South Fork Crooked Creek
NCDWR Stream Index No.:
13-17-20-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
N/A
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? INo
Dissi ator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

c
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;�.4 T�TOWI��i� OF INDIAN TRAIL
1 2830 DI�1C`A�$T��1jLjI���TT)T�7j�O� IF ENGINEERING
�
2829 °� 136 AND PUBLIC B L IC WORKS m
�i
END
PROJECT � 1368 ^
02P°��o 1387 UNION CO UNTY
2661 �e�1395 136
2505 1428 GJ��a LOCATION: NEW ALIGNMENT OF CHESTNUT PARKWAY FROM
1429 35 1009 PERMIT DRAWING
Prn1390 13�0 1371 OLD MONROE ROAD TO GRIBBLE ROAD SHEET 1 OF 5
BEGIN 000
PROJECT
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
1362 I Or
i
1391 1008 II WETLAND AND SURFACE WATER IMPACTS PERMIT 6
W VICINITY MAP N T S
JIB �I
V 1 5 II
4 'I
W I I SITE 1 SITE 2
0, I ��
o
o I I BEGIN CULVERT
-L- STA.30+92.60
END CULVERT
_L- STA. 31 +21.46
-L- CHESTNUT PKY. 2 PROPOSED
v
12X7'RCBC i_-Z
o%
BEGIN PROJECT CHESTNUT PARKWAY/ I ��
-L- STA.11 +11.20 I,
J�
W i r
Z I I
O
r
iI
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
PLANS PREPARED BY:
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
RSA 1520 SOUTH BLVD., SUITE 200
ADT 2018 = 15,400 CHARLOTTE, NC 28203
50 25 0 50 100 LENGTH ROADWAY = 0.560 MILES 704-949-0610
ADT 2035 = 31,600
K = 11 p�0 NCDOT 2012 STANDARD SPECIFICATIONS
PLANS
D = 60 %
50 25 0 50 100 T = 4 %D
V = 40 MPH
PROFILE (HORIZONTAL) *(TTST =1%p + DUAL =3%O)
10 5 0 10 20 FUNC CLASS =BOULEVARD
(RURAL COLLECTOR)
PROFILE (VERTICAL)
LENGTH STRUCTURE = 0.006 MILES
TOTAL LENGTH = 0.566 MILES
TODD HUNTSINGER
TOWN OF INDIAN TRAIL CONTACT
END PROJECT CHESTNUT PARKWAY
U STA. 41 + 00.00
HYDRAULICS ENGINEER
P.E.
RIGHT OF WAY DATE:
JENNIFER FARINO, PE SIGNATURE:
PROJECT ENGINEER ROADWAY DESIGN
ENGINEER
LETTING DATE: ALLISON DRAKE, PE
PROJECT DESIGN ENGINEER
P.E.
SIGNATURE,
INCOMPLETE PLANS
DO NOT USE FOR R/W ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

CULVERT INLET CHANNEL DETAIL
LOOKING DOWNSTREAM
(NOT TO SCALE)
EXISTING DDE = 10 Cy
GROUND DDE = I'. CY
GEOTEXTILE GEOTEXTILE
CLASS I RIP RAP
CLASS I RIP RAP BANK STABILIZATION
BANK STABILIZATION
O
O
'f
N w<a
N
Q
Loll ------
I
W
W
N
O F —
-E—
F
C
— -
E
—E�
_
U
CULVERT OUTLET CHANNEL DETAIL
LOOKING UPSTREAM
(NOT TO SCALE)
DDE = 15 CY
EXISTING
DDE = 30 CY�
GROUND
GEOTEXTILE
CLASS I RIP RAP 2.1
GEOTEXTILE
BANK STABILIZATION
1,
CLASS I RIP RAP
BANK STABILIZATION
o WR
TEMPORARY SURFACE
WATER IMPACTS
IN
I /
f
CLASS "Il"/ RIP RAP-
/ I
a° BEGIN CULVERT
-L- Sfa.3 8850
I %
SURFACE
WATER IMPACT
PDE PDE PDE ----E—
HW
2914'X8' RCB
—
w w
E—E�_
I ----- -- I I —L— rL JI H. GO TU.7./7
- 0- SITE 1-
---CLASS "I I" RIP RAP
I I VA
;/ I
� � I
TEMPORARY SURFACE
WATER IMPACTS
I
-- --------------------- - J
C
-L- PT/ Sta. 32+49.74
C
PUE
PROJECT REFERENCE NO.
SHEET NO.
CHESTNUT PARKWAY
5
R,W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
RS&HI NCAFIRMULICENS? N. F--04931 iE 200
PERMIT DRAWING
SHEET 2 OF 5
WETLAND
EXCAVATION
�a
1
—E a
—E `C O
PUE
=10
l
A
�E W
Q
k
O
m —FILL IN
WETLANDS
SITE 2
WETLAND
EXCAVATI O N
PDE
\ LVU UULVC"
-L- Sta.3l+2/58
F
FILL IN WETLAND
WETLAND EXCAVATION
HAND
CLEARING
HAND CLEARING
(NON -GRUBBING)
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
FOR -L- PROFILE, SEE SHEET NO. 7

CULVERT INLET CHANNEL DETAIL
LOOKING DOWNSTREAM
(NOT TO SCALE)
EXISTING DDE = 10 Cy
GROUND D.
60 CY
GEOTEXTILE GEOTEXTILE
CLASS I RIP RAP
CLASS I RIP RAP BANK STABILIZATION
BANK STABILIZATION '�' 1'
CULVERT OUTLET CHANNEL DETAIL
LOOKING UPSTREAM
(NOT TO SCALE)
DDE = 15 CY
EXISTING
DDE = 30 CY�
GROUND
GEOTEXTILE
CLASS I RIP RAP 2.1
GEOTEXTILE
BANK STABILIZATION
1,
CLASS I RIP RAP
BANK STABILIZATION
� N
� o
� I
\1 TEMPORARY SURFACE -L- PT Sta.32+49.74
WATER IMPACTS
S I'll 'il RIP RAP I
( I / � m II
BEGIN C L88T
1
N4
PUS
( WAT RC�
PD PDE — R n c
( — PDE
HW _ L CAT-1
Lu �� Jl R
M 57 T PAR qy
° c 14'X8' RCBC
LLi F F
O -- C —
E - - m
a -E P _
m U E
m
E_
a
' E
E
L pUE
616.79 T E
wI� r E
RA T E
m
TDE1 /
L
Z
L / / E CULVERT
a -L- 7.31+2/5E
01
I
HAND
/ CLEAII�
0
PO Y A E
w WATER IMPACTS
Li
PROJECT REFERENCE NO.
SHEET NO.
CHESTNUT PARKWAY
5
W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
R:SW1520 SOUTH BOULEVARD, SUITE 200
CHARLOTTE, NC 28203
NC FIRM LICENSE N. F-0493
PERMIT DRAWING
SHEET 3 OF 5
WETLAND
/ Z EXCAVATION
S
I
E �
cO
Lf1
r
Lp
D
A-
LL
O
N
T NDS
PUE
S
TE -2_
WET N
EXC VATIO
FILL IN WETLAND
WETLAND EXCAVATION
HAND CLEARING
(NON —GRUBBING)
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
FOR —L—
PROFILE, SEE SHEET NO. 7

■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
SEE SHEET NO. 4 F4F'R -L- ALIGNMENT
■■■■■■■■-----------------------------------------J
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 30+21 to 31 +75 RT/LT
2 @ 14'x8' RCBC
0.022
0.017
118
96
1
-L- 30+21 to 31+75 RT/LT
Streambank Stabilization
0.019
97
2
-L- 31 +07 to 32+25 RT/LT
Prop Roadway Fill / Ditches
0.066
0.004
0.040
TOTALS*:
0.066
0.000
0.004
0.000
0.040
0.041
0.017
215
96
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb

NIAVM
i
. Qx
' 6
4�
i
Rr 4t ILI
k.:�

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC itECKTENWALD
Director
Todd Huntsinger
Town of Indian Trail
315 Matthews -Indian Trail Rd
Indian Trail, NC 28079
Project: Chestnut Parkway
NORTH CAROLINA
Environmental Quality
April 20, 2023
Expiration of Acceptance: 10/20/2023
County: Union
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Yadkin
03040105
Riparian Wetland
0.110
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
At�d4��
FOR James. B Stanfill
Deputy Director
cc: Phil May, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
fk; C0.R[71 IRAAEQ 217 west Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
do.t.—MEP7...a f`� 919.707.8976

fires
RES Aster, LLC Stream Mitigation Bank
Statement of Availability September 20, 2022
U.S. Army Corps of Engineers
Steven Kichefski
Asheville Regulatory Field Office
151 Patton Avenue 3208
Asheville, NC 28801
Re Project: Chestnut Parkway
This document confirms that the Town of Indian Trail (Applicant) for the Chestnut Parkway (Project) has
expressed an interest to utilize 236.00 Stream Mitigation Credits from the RES Aster sponsored RES
Yadkin 05 Umbrella Mitigation Bank, specifically 236.00 Stream credits from the Cardinal site, in the Yadkin
HUC 03040105. As the official Bank Sponsor, RES Aster, LLC, attests to the fact that mitigation is available
for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance
of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured
credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring
the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase
price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a
documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper
documentation.
Please contact me at 919-209-1055 or [e-mail] if you have any questions.
Best Regards,
Amy Staley
Credit Sales Manager
Bank Sponsor — RES Aster, LLC

Message 1 of 1
Sent at: 2/3/2023 4:06:27 PM
Fw: Chestnut Parkway
From: Rob Crowther <[e-mail]>
To: Phil May <[e-mail]>
Phil,
I think this is what you wanted. Do we get a response to show they received it?
Let me know if you need anything else on this
Brian
From: Rob Crowther
Sent: Monday, August 1, 2022 10:14 AM
To: [e-mail] <[e-mail]>
Subject: Chestnut Parkway
We intend to submit a permit application for impacts to Waters of the US for the above referenced project. This email
is to satisfy the Clean Water Act Section 401 Certification Rule court ruling of April 6, 2022, per your April 20, 2022
public notice.
Thanks
Rob Crowther
Carolina Ecosystems, Inc.
(C) 804-761-2455