SW5210403_210421_Princeville 2849-J_Stormwater Application (1)_20210429

STORMWATER APPLICATION
PRINCEVILLE FARMER'S MARKET
TOWN OF PRINCEVILLE
APRIL 2021
PREPARED BY:
THE WOOTEN COMPANY
F N G I N E E R i N G PLANNING ARCH I T E CTURE
301 West 'Ath street Greenville NC 9,7834
25% 57 t,,'JJC fax [phone];
License No. F-01 15

STORMWATER APPLICATION

DEMLR USE ONLY
Date Received Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Princeville Farmer's Market
2. Location of Project (street address):
425 Mutual Blvd
City:Princeville
County:Edgecombe _ Zip:27886
3. Directions to project (from nearest major intersection):
From the intersection of US 258 and US 111, head east on Mutual Blvd for 0.25 miles and project is on the left.
4. Latitude:35° 53' 33.54" N Longitude:77° 31' 13.58" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)_ , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 1.50 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http:/iportal.ncdenr.org/web/[rlrufes-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the grolect):
Applicant/Organization-Town of Princeville
Signing Official & Title:Dr. Glenda L. Knight, Town Manager
b. Contact information for person listed in item 1a above:
Street Address:3003 N Main Street
City:Tarboro
State:NC
Zip:278S6
Mailing Address (if applicable):P.O. Box 1527
City: Princeville State:NC Zip:27886
Phone: (252 ) 823-1057 . _ Fax: (252 ) 824-0430
[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable
City:
Phone:
Email:
State:
State:
Zip:
Zip:
Fax: ( _
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
State:
Phone: ( ] Fax:
Email:
4. Local jurisdiction for building permits:
Point of Contact:
Phone #:
Zip:
Form SWU-101 Version Oct. 31, 2013 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will follow the existing natural drainage patterns by sheet flowing to grass -lined swales
and existing roadside ditches. Al2Rriximately 300 LF of 15-inch HDPE storm sewer will be installed to capture
runoff from the Farmer's Market and will discharge into the existing roadside ditch.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
Approval of a Site Specific Development Plan or PUD Approval Date:
Valid Building Permit Issued Date:
Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
Coastal SW - 1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Tar/Pamlico River basin.
4. Total Property Area: 13.53 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:13.53 acres
+ Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streanis and rivers, the area below the Normal High Water (NNW) tine or Mearc HiXh Water
(MHW) litre, and coastal wetlands landward front the NNW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Rion -coastal wetlands landward of the NHW (or MHW) line may
be included in. the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 6_3
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area
Drainage Area
Drainage Area _
Receiving Stream Name
Tar River
Stream Class *
WS-IV;NSW
Stream Index Number *
28-(1)
Total Drainage Area (sf)
589,367
On -site Drainage Area (sf)
589,367
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
41,086
% Impervious Area** total
5.7
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
10,000
On -site Streets (sf)
On -site Parking,(sf)
On -site Sidewalks (sf)
3,904
Other on -site (sf)
27,182
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
28,851
Total (sf):
60,937
* Stream Class and Index Number can be determined at: http:/Iportal.ircdrFrrr.orIrireblrt?gJ�slesulclussiftcutinns
** Inpervious area is dtfined as the built upon area including, but not limited to, buildings, roads, parking areas,
siclers>alks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A .
Projects in Union County_: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htti2://i2orta1.ncden.r.org/web/wq/­wssu bm -manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htt ortal.ncdenr.orjzJweb/wq/ws/su/st,itesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://porttil.ncdenr.org/web/wq/­`ws/suZmaps.)
Please indicate that the following re uired information have been provided by initialen in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://12ortal.nedenr.orZ/web/wq/ws/su/steitesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. �-
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants WA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http_/Jwww.entthelp.M/g 1aa&es/onestopexpress.htmt for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
for AL
1,
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify �.
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: See Attached Page No: See
Attached L
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC P•
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secretary.state.ne.us/Cori2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http;//Aortal.ncdenr.org/web/lr/state-
stormwater-forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:William A. Larsen, P.E.
Consulting Firm: The Wooten Company
Mailing Address:301 W. 14t" Street
City:Greenville State:NC Zip:27834
Phone: (252 ) 757-1096
Email:wlarsen@thewootencom an .com
Fax: (252 ) 757-3221
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I. (print or type name of person listed in Contact Information, item 2a) N/A , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) NIA I with (print or type name of organization listed in
Contact Information, item 1a) N/A to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity fisted in Contact Irdormation, Item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Starmwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEM%R immediately and
submit a completed Name/Chvnership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215A and may result in appropriate enforcement
action including the lc sessment of . 'vil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: _4�1� _--k;?,� S Date:
AL. ?)6 _bf.A_ �. a Notary Public for the State of kQ4A1 C&Aho- County of
.Y\lA.my\ , do hereby certify that JDODr]_i-e . DV -C� - personally appeared
before me this edgy of C1=h ZQZi •and cknow[edge the due execution of the application for
a stormwater permit. Witness my hand and official seal aJJta"�
LAW A S R N
No"
MAFMN CAU , NC
MIy Canselnton Ev* *1440
X, APPLICANTS CERTIFICATION
SEAL
My Commission expile" I O ~ + L-
f, (print or type name of person listed in Contact Nfornuetion, item Ia) Dr GI.--:da L. ; �;a _ T_,vn liana,_
certify that the information included on this permit application form is, to the best of my knowle, f , correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and: I �t the proposed, project compUea with the requirements of the
applicable storm;' ter rules and any other applicable state storm Ater requirements.
Date; 3
I, µQ Tl d1 —a Notary Public for the State of County of
. do hereby certify that �) I m da. W� personally appeared
before me this ' day of ir"� f i , �� and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, _, �
LAKIA S ROBERSON
NOTARY PLIl9iX
MARTIN COUNTY, NC
MY caulftft 646" *111�=
SEAL
My commission expires W 1 •dwy _
Form S W U- l 01 Version Oct. 31, 2013 Page 6 of 6

SITE SUMMARY
PRINCEVILLE FARMER'S MARKET
Project Info:
425,429, & 431 Mutual Blvd.
Munic' al' :
Town of Princeville
473&83-1076, 4738-83-2049, 4738-83-0398,
NC Pin:
4738-834312, 4738-83-5109
_
1715/0617, 1716/00038, 139010173,
Dccd Reference:
1468/0253, 1711 / 1212
Lot Area:
13.53 Aces Gombinc
Proposed Use
IMunicipal

APPLICATION FEE

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PLAN SET

Plan Set Attached Separately

APPENDICIES

APPENDIX A
SUPPLEMENTAL AND O&M AGREEMENTS

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1
Project Name
Princeville Farmer's Market
2
Project Area ac
13.53
3
Coastal Wetland Area ac
0
4
Surface Water Area ac
0
5
Is this pr9ject High or Low Density?
Low
6
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H ,1003(4)
7
Width of vegetated setbacks provided feet
N/A
8
Will the vegetated setback remain vegetated?
N/A
9
If BUA is proposed in the setback does it meet NCAC 02H.1003 4 c-d ?
N/A
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
Infiltration System
0
12
Bioretention Cell
0
13
Wet Pond
0
14
Stormwater Wetland
0
15
Permeable Pavement
0
16
ISand Filter
0
17
lRainwater Harvesting RWH
0
18
Green Roof
0
19
Level Spreader -Filter Stri LS-FS
0
20
Disconnected Impervious Surface (DIS)
0
21
Treatment Swale
0
22
Dry Pond
0
23
IStormFilter
0
24
Silva Cell
0
25
Bayfilter
0
26
Filterra
0
FORMS LOADED
DESIGNER CERTIFICATION
27
Name and Title:
William A. Larsen P.E.
28
Organization:
The Wooten Company
29
Street address:
301 West 14th Street
30
City, State, Zip:
Greenville, NC 27834
31
Phone numbers :
252-757-1096
32
Email:
[e-mail]
C$rt1fiC8ti0n St2LamQnt;
I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision; that
the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and that the engineering plans,
specifications, operation and maintenance agreements and other supporting information are consistent with the information provided here.
Desianer
��..
,•``'. to CAFJ9,"
0.
� 9
041415 =
A
- 1
Signature of Designer
Date
3. 3 /. Z&z I

DRAINAGE AREAS
1
Is this a hi h density project?
No
2
If so number of draina a areas/SCMs
0
3
Does this project have low density areas?
Yes
4
If so number of low density drainage areas
1
5
Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
LD 1
4
of SCM
N/A
N/A
5
-Type
Total drainage area (sq ft
589,367
589.367
6
Onsite drainage area (sq ft
589,367
589,367
7
Offsite draina a area (sq ft
0
0
8
Total BUA in project (sq ft)
60937 sf
60937 sf
New BUA on subdivided lots (subject to
_9 permitting) (sic ft)
New BUA not on subdivided lots (subject to
10 permitting) (sf)
11 Offsite BUA (sgft).
12 Breakdown of new BUA not on subdivided lots:
Parking (sq ft)
N/A
N/A
29836 sf
29836 sf
N/A
N/A
N/A
N/A
Sidewalk (sq ft
3904 sf
3904 sf
- Roofs ft
10000 sf.
10000 sf
- Roadway s ft
N/A
N/A
-Future (sq ft
NIA
N/A
- Other, please specify in the comment box
below sq ft)
15932 sf
15932 sf
13
New infiltrating permeable pavement on
subdivided lots (sq ft)
N/A
N/A
14
New infiltrating permeable pavement not on
subdivided lots (s ft)
N/A I
N/A
15permitting)
Existing BUA that will remain (not subject to
s ft
28851 sf
28851 sf
N/A
16
Existing BUA that is already permitted (sq ft
N/A
17
Existing BUA that will be removed (sq ft
7231 sf
7231 sf
10%
18
Percent BUA
10%
19
Design storm inches
15.0 in
15.0 in
20
Design volume of SCM cu ft
N/A
N/A
21
Calculation method for design volume
I Rational
Rational
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 ldrainage area s):
Other BUA: 1,017 SF of dumpster pad and concrete drive, 8,675 SF of
walking trail, and 6,240 SF of basketball court.

LOW DENSITY
DESIGN
REQUIREMENTS FOR LOW DENSITY PROJECTS FROM D H .1
1
Is pro ect below density thresholds set forth in the applicable stormwater rule?
Yes
2
Does project maximize dispersed flow and minimize channelization of flow?
Yes
3
Has the use of piping been minimized per.1003(2)(c)?
Yes
4
Side slopes of the vegetated conveyances (H:V)
(2:1)
5
Maximum velocit in the vegetated conveyances during the 10- ear storm?
4
6
Are curb outlet swales proposed?
No
7
Maximum longitudinal slope of curb outlet swale(s) %
N/A
B
Bottom width of curb outlet swale(s) (feet)
N/A
9
Maximum side slope of curb outlet swale(s) (H:V)
N/A
10
Minimum length of curb outlet swale(s) (feet)
N/A
11
Are treatment swales used instead of curb outlet swales?
N/A
12
Is stormwater released at the edge of the setback as dispersed flow?
No
13
Have stormwater outlets been designed to prevent downslope erosion?
Yes
14
'Are variations to rule .1003 proposed?
No
ADDITIONAL INFORMATION
15
Please use this space to provide any additional information about this low density project:

Operation & Maintenance Agreement
Project Name: Princeville Farmer's Market
Project Location: Town of Princeville
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the SCM(s).
The SCM(s) on this project include (check all that apply & co
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Bioretention Cell
Quantity:
Wet Pond
Quantity:
Stormwater Wetland
Quantity:
Permeable Pavement
Quantity:
Sand Filter
Quantity:
Rainwater Harvesting
Quantity:
Green Roof
Quantity:
Level Spreader - Filter Strip
Quantity:
Proprietary System
Quantity:
Treatment Swale
Quantity:
Dry Pond
Quantity:
Disconnected Impervious Surface
Present:
User Defined SCM
Present:
Low Density
Present:
g O&M sheets will
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Type:
ne added autom
swales/roadside ditches
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Dr. Glenda L. Knight
Town Manager, Town of Princeville
201 South Main Street
Princevilte, NC
252) 823-1057
[e-mail]
f
Signature: r J Date: � l
I, 111 �CA , a Notary Public for the State of ► O l adlCA—
County of ; w-Jen , do hereby certify that Co kndL L Ymn qh-#-
personally appeared before me this day of A i1 I and
acknowledge the due execution of thq Operations and Maintenance Agreement .
Witness my hand and official seal, daL� , -
LAKIA 6 ROBERSON
NOTARY PUBLIC
MARTIN COUNTY, NC
My Oann ow" low 10.9940a
Seal My commission expires Id��q -aoa5
STORM-EZ 4/13/2021
Version 1.5 O&M Agreement Page 1 of 1

Low Density Maintenance Requirements
Important maintenance procedures:
The drainage area to the vegetated conveyance or vegetated receiving area will be carefully managed
to reduce the sediment load to the vegetated conveyance or vegetated receiving area.
After the initial fertilization to establish the grass in the vegetated conveyance or the vegetated receiving
area, fertilizer will not be applied to the vegetated receiving areas.
The vegetated conveyance or vegetated receiving area will be inspected quarterly. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element:
Potential problem:
How to remediate the problem:
Vegetation
Vegetation is too short or
Maintain grassed vegetation such that the swale or vegetated
too long.
area does not erode during the peak flow from the 10-year storm
Trash/debris is present.
Remove the trash/debris.
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then re -sod
erosive gullies have
(or plant with other appropriate species) and water until
Vegetated receiving areas
formed.
established. Provide lime and a one-time fertilizer application.
Trees and/or other woody
Remove the trees and woody vegetation from the swale, regrade
vegetation are present in
the swale if necessary and re-establish grass as shown on the
the swale.
approved plans.
Trash/debris is present.
Remove the trash/debris-
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then re -sod
erosive gullies have
(or plant with other appropriate species) and water until
formed.
established. Provide lime and a one-time fertilizer application.
Sediment covers the grass
Remove sediment and dispose in an area that will not impact
Vegetated conveyances /
at the bottom of the swale.
streams or SCMs. Re -sod if necessary.
swales / roadside ditches
(other than curb outlet
The side slope is steeper
Regrade the slopes to the permitted configuration per the
swales)
than the approved
approved plan and reestablish vegetation. If as -built or existing
configuration.
conditions do not allow the slopes to be regraded, contact the
applicable permitting agency.
Grass is dead, diseased or
Determine the source of the problem: soils, hydrology, disease,
dying.
etc. Remedy the problem and replace plants. Provide a one-time
fertilizer application to establish the ground cover if necessary.
Trees and/or other woody
Remove the trees and woody vegetation from the vegetated
vegetation are present in
conveyance, regrade the vegetated conveyance if necessary and
the vegetated conveyance,
re-establish grass as shown on the approved plans.

Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site -
The outlet device (if
applicable)
The outlet device is
Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at
Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water
Discharges from the site
are causing erosion or
sedimentation in the
Contact the local NCDEQ Regional Office.
receiving water.

APPENDIX S
STORMWATER NARRATIVE

STORMWATER NARRATIVE
PRINCEVILLE FARMER'S MARKET
TOWN OF PRINCEVILLE
APRIL 2021
PREPARED BY:
THE WOOTEN COMPANY
F. N , I N I � R I N G P L A N ?j I N 0 AR I C NI FFC r II i 3 E
License No F-01 15

A. DESCRIPTION OF PROJECT
Location of Project
The Town of Princeville is located geographically within the coastal plains region of North Carolina
within Edgecombe County. The Town is approximately 1 mile south of the Town of Tarboro. Major
transportation corridors include Highway 258 which runs east to west and Highway 64-Alt to the
which runs north to south.
Topography within the project area is generally flat, sloping between 0-11.5 percent. Manmade
drainage features such as swales and roadside ditches collect and remove runoff.
The majority of the land and soil disturbance will result from the work associated with site grading and
utility construction will take place within Town owned property.
Type of Development
Farmer's Market Construction
• 10,000 SF Pre -Engineered Metal Building
• Basketball Court
• 0.25 Mile Walking Trail
■ 48 LF Water Service Line
0 38 LF Gravity Sewer Service Lateral
0 3,560 LF of 4-inch PVC Force Main
0 296 LF of 15" HDPE Storm Sewer
■ 6 Drop Inlets
Existing and Future Drainage Patterns
The project area is located in flood Zone X and is protected by a levee. No base flood elevations are
available within this zone.
Geological features for the Town of Princeville are typical of the North Carolina coastal plain region
with gradual elevation changes draining to a common tributary and discharge point. There are no
sudden or significant elevation changes in the area. The specific topography within the project area
consists of gradual elevation changes leading to roadside ditches or natural drainage features.
All stormwater run-off from the Farmer's Market will be captured in 15-inch HDPE Storm Sewer
and discharged into the existing roadside ditch. Stormwater run-off from the walking trail and
basketball court will follow the existing natural drainage features and will sheet flow into the Tar
River.
Impervious Surface
The overall site consists of a combined 13.53 acres divided into five different parcels all owned by
the Town of Princeville. Approximates 0.17 acres of existing impervious surface will be removed
during the demolition phase of the project and approximately 0.94 acres of impervious surfaces will
be added. The additional 0.77 acres of impervious surfaces added represents 5.7% of the overall
site.
Paec 12

APPENDIX C
USGS TOPOGRAPHIC MAP

�1 ^(� Y.S. DEP+ TnEW Or Pa INTERIOR TARBORO QUADRANGLE
��]J U.S. O[OL001[AL SURVEY US TOpO MOM EAR•OU A-EEYRIWE COUNTY
-- e
w -
73
a
))
ti PROJECT AREA
• � 1,
- F'• II
.. so •� es r .e ee N ro ,. ,r •l,ir'-E .'.
o9u.M 9r UM unlrm,rn., cwiryk.l,umr KALE 04000 _ `� R•"��^P'
,s,�-., »., .._. �..o...' ...� .»� -'-- .__•,h.M��,.. a.......^..v ,.,—.., � .. rAReDRo. NC •�

I
,r
-ar
111��
122
eville
pri11�
)T(N Si D 7`
z �� �S AVE-
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5 E
122
11
Dancy Commu
Memorial Cem
Cem �❑
G£DpjE S
T
0

co,
we
1 S1
�AIRVIEW
WEST TARBORO
J
4-
Tarboro PROJECT AREA
■
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Prinrev{lf o
M
o.

APPENDIX D
CALCULATIONS

Town of Princeville Roadside Ditch: Farmer's Market
TWC No.: 2849-3 peak Flow: Rational Method
Time of Concentration (Kirpich Method)
Tc = 0.0078 * (LAO.77/s^0.385)
Length of Watershed (L) 200 feet
Delta H 0.5 feet
Slope of Watershed (s) 0.25 %
Time of Concentration (Tc) 5.00 mins
Predevelopment Runoff Volume Generated by the 1-Year 24 Hour Design Storm
Runoff Coefficient Calculations (C)
Runoff Coefficient (C)
0.15
-
Watershed Area (A)
Watershed Area (A)
0.17
acres
Design Rainfall Intensity (1)
Design Intensity (1)
1.250
inches/hour
Pre -Developed Runoff Volume Calculations (cfs)
Runoff Coefficient (C)
Design Intensity (1)
Watershed Area (A)
Peak Flow (Q)
Q = C' i "A
0.15
1.25
0.17
0.0326
-
inches/hour
acres
cfs
PostdeveIopment Runoff Volume Generated by the 1 Year 24-Hour Design Storm
Watershed Area Analysis
Area
Pervious Area
Parking Lot
Pervious Pavement
Impervious Area
Impervious Area
acres
0.160
0.000
0.000
0.010
0.000
Coefficient
0.20
0.95
0.60
1.00
1.00
Runoff Coefficient Calculations (C)
Runoff Coefficient (C)
Composite Curve Number
0.25
-
Post -Developed Runoff Volume Calculations (cfs)
Runoff Coefficient (C)
Design Intensity (1)
Watershed Area (A)
Peak Flow (Q)
Q = C*1*A
0.25
1.250
0.17
0.0537
inch/hour
acres
cfs
Percent Increase In Discharge:
60.71%

Town of Princeville Roadside Ditch: Farmer's Market
TWC No.: 2849-3
Swale Calcs
Mann€n 's Eq uatlon: 1-Year 24 Hour Storm far Roadside ❑itch
Qp = (1.49/n)*A*R^(0.667)*S^(0.5)
Qp 0.0537 cfs A (ft^2)
Grass Turf Mat Gravel/Rip-Rap Concrete Bare Soil
Max Velocity 4 12 11 100 2.5
S 0.1 0.1 0.1 0.1 0.1
n 0.035 0.030 0.033 0.013 0.022
Minimum Depth for Side Slope of 3
Grass
Turf Mat
Gravel/Rip-Rap
Concrete
Bare Soil
M
Swale Depth, ft
0.10
0.10
0.10
0.07
0.09
a
Width, ft
0.61
0.57
0.59
0.42
0.51
_o
U)
Area, ft^2
0.03
0.03
0.03
0.01
0.02
�
Velocity, ft/s
1.76
1.97
1.84
3.69
2.46
V)
Check
Passes
Passes
Passes
Passes
Passes
Minimum Depth for Side Slope of 4
Grass
Turf Mat
Gravel/Rip-Rap
Concrete
Bare Soil
N
a
Swale Depth, ft
0.09
0.09
0.09
0.06
0.08
o
Width, ft
0.72
0.68
0.71
0.50
0.61
Q
te
ft
Area, ^2
0.03
0.03
0.03
0.02
0.02
a,
Velocity, ft/s
1.65
1.86
1.73
3.47
2.32
Check
Passes
Passes
Passes
Passes
Passes
Minimum Depth for Side Slope of 5
Grass
Turf Mat
Gravel/Rip-Rap
Concrete
Bare Soil
Ln
Swale Depth, ft
0.12
0.12
0.12
0.09
0.11
a
o
Width, ft
1.24
1.17
1.22
0.86
1.05
V)
Area, ft^2
0.08
0.07
0.07
0.04
0.06
_0
Velocity, ft/s
0.69
0.78
0.72
1.46
0.97
N
Check
Passes
Passes
Passes
Passes
Passes
Designed Depth for Side Slope of 5, Depth
set at 1 feet
Grass Turf Mat
Gravel/Rip-Rap Concrete
Bare Soil
Swale Depth, ft 2.00 2.00
2.00 2.00
2.00
o
Width, ft 8.00 8.00
8.00 8.00
8.00
p
V)
Area, ft^2 8.00 8.00
8.00 8.00
8.00
Q)
Velocity, ft/s 0.0067 0.0067
0.0067 0.0067
0.0067
V)
Check Passes Passes
Passes Passes
Passes
Design using existing slope of 2:1
CAApr
p41415 -

APPENDIX E
EASEMENTS AND/OR DEEDS

1901K 13 9 0 PAGE 0 17 3
FILED
ENECOMBE COUNre NC
02/02/2004 12:31 PM
JUDY id. COLE
Eer Ot Demos-
1'at / PS{{a1EFG5t. ��
• Prepared by: Walter H. Godwin, Jr., P.O. Box 306, Tarboro, N.C.
27886
NORTH CAROLINA
EDGECOMBE COUNTY QUITCLAIM DEED
THIS QUITCLAIM DEED, made this the nd day of FebnAAN
2004 by and between the Town of Princeville £ Edgecombe Co ,
State of North Carolina, party of the first part, to the Town of
Princeville, 201 South Main Street, Tarboro, Edgecombe County,
State of North Carolina, party of the second part;
W I T N E S S E T H:
That the party of the first part in and for the
consideration of TEN UOLLARS ($Io.00) to it in hand paid, the
receipt of which is hereby acknowledged, has remised and released
and by these presents does remise, release and forever quitclaim
unto the party of the second part, it successors and assigns, all
right, title, claim and interest of the said party of the first
part in and to a certain tract or parcel of land lying and being
in Number One Township, Edgecombe County, State of North
Carolina, and more particularly described on Schedule A attached
hereto and made a part hereof.
. The purpose of this conveyance is to add the required language
for the said attached property as the property was acquired with
a grant from Title Trust for Public Lands, a California nonprofit
corporation, therefore, the following restriction shall be a
covenant running with the land as follows: The property
identified in the Deed recorded in Deed Book 1355, Page 0055 of
the Edgecomhe County Public Registry was acquired with assistance
from the State of North Carolina with funds from the N.C. Parks
and Recreation Trust Fund and said property shall be dedicated in
perpetuity for local park and recreational purposes for the use
and benefit of the general public.
IN TESTIMONY WHEREOF, the party of the first has hereunto
set its hand and seal the day and year first written above.
is

560f 13 9 0 PAR 0 1 l 4
TOWN OF PRINCEVILLE
r OR
TU--.CARbr iNA
c,�oE COUNTY
S,rQM*9=P4; Not ry Publiti,
c of e County and State aforesaid,
Oat
C
c: C.f F E1'erz �cs ,personally came before me this
:`',9^,• ar}dknowledged thatf'r; ,ter.; s r. �^ of the Town
and that by authorzlduly given by the Town of
#a�i•le, the foregoing instrument was signed in its name by
�`. U sealed with its town seal and attested
by •H�'rself as its
Witness my hand and official stamp or seal, this the
day of ftr "aty, 2004.
�thrK6
No ary Public
My Commission Expires: tin
•
•
0

ray. o .. a
MILK 13 9 0 PAGE 0 1 7 5
EXi I ILil'r A
Lying and being in die Nblrrbei ITOwnshi;r, !'nncevrlle, Comity of CdgecumS, State of Nuah
Carouse nod bang more Pataculaily descrbed as fudows:
• Be"iimung ar at5 extstiug iron pin facatad in the seorllterly margin of the old 60-foot he# t.0f ,.ey
of U. S. Highway 258 Mutual l3oulcvard, said read put bcurg Located S. 60.31 W 396h fee[
front N."'S. inonw»cret •'1Ladiasor", having gticiwosdi;rates of Nceth v 238.7426.013, East
143.333.849 (`lAD 19833 Seale Foam[ 0.99993S i 4 and raMing theilec will the aforesad
nosdleely niic tin of the old 60-fool right-of-way of U. S Highway 258 Muluat Boulevard S 61 •
014 W It 5,72 feet to an arsserng iran Pin looted It a southeasterly %artier of that property owned
by Loanic Ray Barry (rrpw or (arinerly) as described in n11nt inestrurte. recorded in Deer! Book
1 I SI at Page 605 of the FAhieeodib Ceuruy Public Reg:tty, running thence with a:t r isteely
ba--.nWzy of • it afoteseac [hairyPraPcrtyK- 16.17 W i7K Z2 feet to xa exuung iron pin,
rvnntag thence weIh Ole naRharly bouadeay of ;he uforisaid 8e:ry Prvpeiry hail a norWuly
boundary of dta; property owned by Robert hones (now or formerly) as described to that
Instnuncal recorded in Deed Book 1056 at Page 490 of the •ratesattl Public Registry S 61.35 W
201.25 feel 10 an exciting tun pin, rumtnp dicnce will: a wimWly bounday of the a;otecald
Axles 11tuperly S. 16:19 V. 19164 feat to a new:nag- rail located td die no. aw.,ly new gtn of the
old 60-.abt rilliit-of,way of tJ S highway 258 Mutual Rodevard. [taring thence w.hh the
aforesaid eatthcrly margin of the old right-of-way of U 5. Highway 258 Mutual 8oulcvsrd S.
61.44 W. 277.13 fact to a dew port pin: d;e;lce leaving the aforesaid northerly d 80 of the. old
'6o• fnpt right-af•wry of SI- S. ilrghway 258 Mlnual Boulevard and ;u:uung along Ln easterly
bourdmy of d„ , p ,perty owned by Dorsey Wil:ia:as, ]r. aerrs (now or fonrarby) as described it:
d au tostnuuea s :eeordeIS [n Deed Book 409 at Page 523 sod Deed Idook 4 7 s ae Page 43S of she
afnresaid.p4tWro•Jtegistry N 16.19 W 1024.82 fact to an exratlteg uon pit located on the book of
the Tar River and lxaW within that certain B imnacal for Princeville Dike: as described in hest
itstr urnent ;cwldcd in Deced hook 712 at Page !0 of die afo rnswd Public Jtegislty, rid ruar:ing
thnrr.:e wiJiill a traverse tic lithe willzin lie aforesaid Fasetnc;te far phitieevtl:o Doke and within
Easement for PrincoviIle :]tke as described in those rush umetts retarded to Deed Book 712 ee
Page 5 aid Deed Book 712 at Page 1 of the aforesaid public Registry N 8146 E. 227.12 feu rn
an extsung iron pin located nn a westerly boundary of diaa Property owm rS by Johnny rice B
Joyner (now ar formerly) as described in those instruments recorded in Ned Bozk 836 At Page
A48, Deed Book 836 at Page 451. and Dsed Book 836 at Page 454 of the aforesaid Public
Iteg,suy; thence leaving the Iravev4e the Tins wi•.htn sb4 aforesad Cuernrat for Princeville Duce
and running wrtb the afuiesxd wasreriy boundary of the aforesaid Joyner proprray S 16.19 9.
38SIM feet to a+l es lasing ton pin Ilbae ted I A cwtunou corner of die afaresrd Jnyrcr promny
• and that properly awned by Joe Spaiglht Su", Jr. (=1ow or fonnerly) as descrtbed ru d:a:
instr:nitc::t:xozdad ire 37eed Baoa 105a ar ?age 3i4 o.`t11a Aforesaid ?-.rblhe Rgivry; rwnrink
the— wiuh she ilolt.'•.efly boundary or the aforesaid Sugg Property S. 7 5. 11 W. 132.28 face to an
extsliog iron pin; running ellelme with the westerly boundary of she aforesaid Sugg property S.
15.561n 476 35 face to air cxisung iron pin located in Ott northerly margin of toe old 60--f9es
reghr-elf way of U, S. Highway 251 Me;ual r-Sotrlev&A the Point aiA Place of BegianinL,
ranta:niug 13 53 apes as Shown art Map of Property of toe Speight Sogg, Jr dated August 10.
2001. pr4?ued by Jerry M Davis, L -2972, reference to which% wmey rs lureby made for a more
particular description.
TOGL• C HER WVnI an easement for Ingle" and egress to and rmni the above -described
property to North Carolina Hi shway No 258, across Lot No, 81p as described in Deed Book 748
at Pap. 85 Add as shown on map recorded in Map Book 5 at Page 13 of the Edgecombe County
Public ttegistiy.
NORTH CAROLINA
Edgecombe County
The foregoing certificate of
Netary(t s) Public is/are C ie to be correct.
This day of
200 Judy W. Cot
R t5ter of
BY; Register
0

17 15 'l;:i. U 6 1: 1
12111111111111111
i>yrlwrdfitrt �4rrrewl.��[#� dert�� eesMe�tee,rrST� 7i.
asibeftit.+a.ilaoae
7blefs.ne.sNttllklla.sRYt�...i. >K. ATw
I ` NORTH CAROLINA
GENERAL WARRANTY DEED
Doc I0, 003392510002 TYPO: CRP
Recorded: 07/17/2020 at 02:47,51 Ph
Fae Amt: $51.00 Pape t of 2
Revenue Tax: $25.00
EDGECOPI6E CM' "Y 'IDRTtt CAFIOLINtA
= VLIA R. Anderson ReAlst"r of Duds
BK 1715 Pa617-'
Excise Tax: $25.00 Recording Time, Book and Page:
Tax Map No. Parcel Identifier No: 4738-83-1076-00
Mail after recording to: GRANTEE MAILING ADDDRESS
This instrument was prepared by: LAW OFFICE OF WHITFIELD & BOWENS, PLLC
THIS DEED made this 28th day of February , 2020 by and between
DAPHINE HIGGS UNMARRIED
Mailing Address:
GRANTOR
GRANTEE
TOWN OF PRINCEVILLE, A NORTH CAROLINA MUNICIPAL CORPORATION
Property Address: 425 Mutual Boulevard, Tarboro, NC 27886
4 Mailing Address: 201 SOUTH MAIN STREET PRINCEVILLE NC 27886
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
fins and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land
and more particularly described as follows:
BEGINNING AT AN EXISTING NAIL LOCATED ON THE NORTHERN RIGHT-OF-WAY LINE OF US #258
(MUTUAL BLVD) AND GOING N. 11° 00' W. 197.94 FEET TO AN EXISTING IRON PIPE, CORNERING; THENCE
N. 66" 56' E. 100.56 FEET TO AN IRON ROD SET, CORNERING; THENCE S. 11° 00' E . 197.95 FEET TO AN IRON
ROD SET LOCATED ON THE NORTHERN RIGHT-OF-WAY LINE OF US #258 (MUTUAL BLVD), CORNERING;
THENCE S. 67° 00' W.100.54 FEET ALONG THE NORTHERN RIGHT-OF-WAY LINE OF US #258 (MUTUAL
BLVD) TO AN EXISTING IRON PIPE AND BEING THE SAID POI NT OF BEGINNING AS SHOWN ON MAP
ENTITLED "SURVEY FOR ROBERT JONES AND WIFE, CLARA J. JONES, SURVEY & MAP BY KENNETH D.
TALBOT, DATED 25 OCTOBER,1990".
All or a portion of the property hereinabove described was acquired by Grantor by instrument recorded in Book 1298 , Page
897 EDGECOMBE County Registry.

i 1 715?"H06-18
A map showing the above described property is recorded in Plat Book 5 , Page 13 , and referenced within this instrument.
Does the above described property include the primary residence (yes/no) 7 No
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor 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 subject to the (following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this Instrument to be
signed In its corporate name by its duly authorized oQicer(s), the day and year first above written.
(SEAL)
(Entity Name) DAPIIV4E HIGGS
By:
Title:
By:
Title:
NORTH CAROLINA E=nr+,� COUNTY
(SEAL)
(SEAL)
(SEAL)
I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she signed the
foregoing document QAPHINII; WGCS UNMARRIED . Witness my hand and official stamp or seal, this the
n l ,3— day of t�'loas aa- D
My Commission Expires: lam- aOa�
PHYLLIS ANNETTE MUELLER
NOTARY PUBLIC
Edgetmrnbe County, North Carolina
Nlyt:ommiseion EVkes December 29, 2024
NORTH CAROLINA
Notarf Public
Print Notary Name: -Lwi us
COUNTY
I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she signed the
foregoing document: Witness my hand and official
stamp or seal, this the day of
My Commission Expires:
Notary Public
Print Notary Name:
(Y�-Fromm-�

F
1 7 16 :'►,.ii 0 0 2 a ®®�It�ll�llll�fl
Doc ID: 003394840003 Type: CRP
Recorded: 07/27/2020 at 12*58:10 Pit
Fee Ant: U1.Pau* f of 3
gO
Revenue Tax: 25.00
EDOECOMN couH1Y, NORTH CAROLINA
Vila R. Anderson Register of Deeds
ex 1716 Po38-40
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: a5.00
Parcel Identifier No. Verified by County on the _ day of 20—
By'-------- _ w----- -- _---
Mail/Box to: Edward B. Simmons, Attorney at Law, P. 0. Box 1223, Tarboro, NC 27886
This instrument was prepared by: _Edward B. Simmons, Attorney at:_Law
Brief description for the Index: 429 Mutual Blvd, Princeville, NC
THIS DEED made this 11th day of February , 20 20, by and between
GRANTOR
CARLTON L. JONES and wife,
CYNTHIA T. JONES
1712 Ato,ustus Drive
Rocky Yount, NC 27801
GRANTEE -
TOWN OF PRINCEVILLE
P. 0. Box 1527
Princeville, NC 27886
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or pantd of land situated in
the City of Princeville I No. One Township, Ed13e=nbe County,
North Carolina and more particularly described as follows:
See Schedule A which is attached hereto and incorporated herein by reference.
This instrument prepared by Edward B. Simmons, a licensed NC Attorney. Delinquent taxes,
if any, to be paid by the closing attorney to the county tax collector upon disbursement
of closing proceeds.
The property hereby conveyed is not the primary residence of the Grantors.
The property hereinabove described was acquired by Grantor by instrument recorded in Book _ _— page _
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. 3 C 1976, Revised 0 1977, 2002 + James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com

�1716'`:0039
TO HAVE AND TO HOLD the aforesaid lot or parcel of ]chid and all privileges and al,purtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in flee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year firs ove written.
(Entity Name) lton L. Jon
By - �' , (mil
Title: Chia T. Jo s
By:
Title;
State of North Carolina - County ofIMSe4-'OfI160
I, the undersigned Notary Public of the County and State aforesaid, certify that Carlton L. Jones and
Cynthia T. Jones _ _ personally appeared before me this day and acknowled ed the due
execution of the foregoing instrument For the purposes the used. Witness m d and Notarial stamp or sea] this �1 thday of
February 20 2t7 ■�s��C
My commission Expires: 11/12/24
F � � Notary Public
State of North Carolina - County of
I, the undersigned Notary Public of the Coutitijr certifythat _ --personallycame
before me this day and acknowledged that _he is the _ ��►UllRlssN�� _ aF—_ _ f _ __ _ , a iVvni
Carolina or corporation/limited liability company/general partnershipAimited partnership (strike through the
inapplicable), and that by authority duly given and as the act of such entity, _he signed the foregoing instrument in its name on its behalf as
its act and deed. Witness my hand and Notarial stamp or seal, this day of _ _ _ , 20_
My Commission lixp t± N _
State of North Carolina - County of
Notary Public Y
I, ,the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this
My Commission Fxpires:
day of._— _ _ , 20_.
Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on
the first page hereof.
_ — Register of Deeds for _ . _ _ _ County
By: _ Deputy/Assistant -Register of Deeds
NC Bar Association Form No. 3 m 1976, Revised ® 1977, 2002 Poole Printing Company, Inc.
Printed by Agreement with the NC Bar Association - 1981 P.O. Box 58487, Raleigh, NC 27658

1 7 16 '.,!t 0040
SCHEDULE A
Commonly known as 429 Mutual Boulevard, Princeville, NC 27886 and having Edgecombe
County Tax Id No.: 4738-83-2049-00 and more particularly described as follows.,
Beginning at a stake in the northern right-of-way line ofU,S. Highway No. 258 leading from
Tarboro to Scotland Neck at the southwestern comer of Lot No. 82D as shown onmap of Princeville
Extension recorded in Map Book 5, Page 13, Edgecombe County Public Registry, running thence
along the northern right-of-way line of U.S. Highway No. 258 South 67 deg. West 100 feet to a
stake, cornering, thence North I 1 deg West 200 feet to a stake in the southern line of Lot No. 81 as
shown on said map, cornering, thence along the southern line of Lots Nos. 81 and 82 as shown on
said map North 67 deg. East 100 feet to a stake at the northwestern corner of Lot No. 82D as shown
on said map, cornering, thence along the western line of said Lot No. 82D South 11 deg. East 200
feet to the point of beginning, according to plat survey made by Robert E. Wilson, R.L.S., dated
March 24,1969. The same being all of Lots Nos. 82E, 82F, and 81 A and the eastern twenty-two feet
of Lot No. 81B as shown on map of Princeville Extension recorded in Map Book 5, Page 13,
Edgecombe County Public Registry, to which reference is hereby made for further description. This
is the identical property conveyed to Jesse Harrison and wife, Alberta Harrison, by deed recorded in
book 759, Page 129, and also the identical property conveyed by Alberta Hines Harrison, widow, to.
Ivory L. Brown and Mattie Harrison by deed recorded in Book 1074, Page 44, Edgecombe County
Registry. Also being the identical property described in a Deed dated September 18, 1995 from
Ivory L. Brown and Mattie Harrison to Lonnie Ray Berry and wife Gail J: Berry and recorded in
Book 1151, Page 605, Edgecombe Public Registry. Further being the identical property described in
a Quitclaim Deed dated January 27, 2014 from Aurora Loan Services to Gail J. Berry and recorded
in Book 1610, Page 902, Edgecombe Public Registry, to which reference is made for further
description.
C3)�a�� m 51a(o3
r�1Qrt , Aj a��l

ENIVI 468 PAGE 0253
ECGECOMBE C•)UKTY KC 01/13/2006
' $18.00
sr ou 1M
�.%1061Np 1 Rt3a1 Estate
fxctse Tax
F I LFID
E±!lr.�_r?i�iE�t �l�hllf'1' I{C
:j 11 : 0
i 2? AM
.it
.1DY itl, f:C_.l_
F::T"2F:t',' dpll L..,rH
U' C � (tiORTH CAROLINA GENERAL WARRAN I•y DEED
Excise Tax: l l�
Parcel Identifier No._- Verified by County on the — day ul_ 20
By:— .
Mail/Box to: GRANTEE
This iushument was prepared by: Hams 8t Hilton, TA --- Without Title Examination
Brief description for the Index:
THIS DEED trade this 30th day of _ lure ^� 20 Obi, by and between
GRAN -FOR
JOE SPEIGHI' SUG6, JR. attd wife,
JOAN W.SUGG
Route 2, Box 3
Tarboro, NC 27886
GRANTEE
TOWN OF PRINCEVILLE
201 S. Main Street
Pl u:ceville, NC 27886
Ilc designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and sball include
singular, plural, masculine, feminine or neuter as required by context.
WI NESSET-H, that •he Ci=to% fora valuab]e co>Lsiderauon paid by the Graulee, the receipt of which islwrcb}• a;knowledged, has and by these presents does grant, bargain, self and convey unto tltoe Gtantec in fee simple, all t11al certain lot or parcel of land sittrated
tathcCity of princcville Numbes One Townshi F ecoInbc
Inure particularly described as follows: p C craory, North Carolina and
See Attached
The property hercioabove described was acquired by Grantor by instrwnent recorded in Book
-- page
A trtap sbowiug the above described property is recorded in Plat Beak
page _
NC Bas Assoc iaiiou — orrrt No. L-3 © 1976. Rerused 0 1977, 2002
Printed by Agrccmect with the NC Bar Association — 1981 SoftPro Corporation, 333 -E. Six Forks Rd., Raleigh, NC 27609
11

—aJ.,-
908KI! 4 6 8 P.Aff -Q 2 5 4
TO RAVL• AND TO HOLD the aforesaid lot or parcel of lard and all privileges and appurtenances thereto belonging to the Cna:itec
ill fee strrlple-
And the GtantOrcOvenanis with the Crrarttec, that Grantor is seized of the premises in fee simple, has the right to convey the s vae in
fcc sirrrple, that tide rs tttarkt:tablc and fxee and Blear of all encumbrances, and that Crrantor will warrant and defend the attc agatnitt
the !awful claims of all persons whornsoever, other than the following exceptions
lN` WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
4--ilcir
}•''(Entity Name) 1O7d pSU 0.) �]iAl.j
Tine:{5IeA1 }
'IAN W. SUGG ( t
sy:
Title: _(SPAL)
By ---
Tide:'''
State oftNoru-,e Car
the�ynd
153AY! :W.rs
V
— _ _—(SEAL)
rsigncd Notary Public of the County and State aforesaid, certify that 1OE SPF.iGH'I•SUGG, ]Rand wife,
iuc exccutioa of the foregoing personalty aPPcared bcfnm lnc this day and
r; • 8 S>rtiuceAt for the purposes therein expressed. Witness my hand awl "utuial
daYi °Fi 1we 20Q6
^; -Notary Public �
Stan: of Niiith'Carolina - County of
1, the underligoad Notary P.K. ofrhe Couny and State aforesaid, certify dial
personally came before me this day and aclotowledged that _he is the
of
a North Carolina or
_ corporation/limited liability comPany/general paMerstup/lirrtited Partnership (strike through the utappUcable) and
hat by authority duly given and as t} c act of such cntiry, _he signed the foregoing instrumcut in its name on its behalfas its act and
deed. Witness my hand and Notarial stamp or seal, this day of
20 .
My Commission Expires
State of Yorul Carolina - County of N`ut Public
1, the undersigned Notary Public of die County and State aforesaid, certify that
Winiess my hand and Notarial statrp or seal, this _ day of
20 .
ply Commission Expims. ^
\otaryPublic �'. —�
The foregoingCenanote(a) of
War-, certified to be correct This instrument and this certificate are duly registered at die date and time and in die llook and Page shown
on the first page hereof.
By Register of Deeds for _ County
• Deputy/Assistant - Fiegts[cr n£Dceds
NC Bar Association Farm No. L-3 © 1973, Revised 0 1977, 2002
Printed by Agreement R kh the NC Bar Association — 198, SoftPro Corporation, 333 E. Six Furks Rd., Raleigh, NC 27609
0

reyc w vI a
ATTACHMENT
9C01;:jt 4 6 8 PACE 0 2 5 5
DEU NNING at an icon 3taie Ipcatec on the norihe-n vl `i: of wray line of U s : Ighway --43 258, s3,d !ran be n9 a
corrmon co:nor wish the Rivers de m0b,le Pa-!c, thence from the point of beg; m+lrlg thus Bete:mined N .0 dart 30
min. W 428 75 feet to a pain;, a V..)r ier w!tf: the Rrvers.aa Mobile Park; thence N 81 deg. 50 min. E. 134.9 feet I a
pont, a corner of th Riverside .lrOWe Par?[ ir, t. a Ine of pie Join Batts Hairs, a fence; thence S. 10 dog. 30 rrnn E
288.5 feet 10 a CO.r. _r Of sale .`erce -hence st.;l with said fence S. 81 deg. 31 min W. 49.78 ,eot to a po ni; thence S
12 deg 3r rr;n, ,_, - 15 5 fee=. to an Iro:1 boated :n the northern nght of wry line a, U S. I lighway No 258, thence S
67 deg 30 rrii�l. W- 91.3 fee; to .ie po:n: of beginn•'15. containing 1 15 aces Be:ng a ;portion r,.'the ;and d�scrlbed In
the cued to Eegocorrlbe M*tor Co., Ire_ by Tarboro Motors, Inc. recorded in Book 553, p g' a 48. Hdgeccmbe Pubitc
13egls:ry, ono Ceir3 sh8 ;de r.=,.cal p;ppeny conveyed by Edgacor:nbe Molor Co , Inc, to MCE:roy Grunn:er and wife.
Doroft L Gr;mma , by deed gated November 12, 5576 and'ecorded in Book 850, fzage 54, Edqucoribe Public
•Registry, excea, the t the fc :owing property desc ibed below rs herein exc°uded having been ,rev:ously dl:eced.
TRACT TWO -B FoA S,rip Adjacent o and West cf 435 ti11.La' Beclevard:
BEING +dei:;tal 'a'f rn: Two, a!' 8 !opt Stria Of IunC au,,went :a and Wes: of property described as T=;: One. as
corweyR"isildd to 51san arldrews, by dedc cased Ju y 7, 20^.o and recorded in Book 12'13, page 405, Edgeco:nbe (ubILC
Regislly, and Lcegmnf,rg ai the Sawthv+nst earner of said lo: In the rign1.0f-way pf U S highway 258 (M�1uaj
Ein :uvardj. and pr:ceedrrg thence a:onrJ and wish :he right-of-w,:y os U.5 Highway 258 (Mutual [3auli+vardj Snulh
87 degrees 30 mrn�:'.,:s'vast 8 i zt to s peso;, cr: poring, thence alonr, a new Tire North 12 degroes37 rur+,u;es West
15 5 feel [0 8 pin{ cnrrler lq, thence along a new lirL+ parallel with the first line North 61 degrees 30 rnlru;es Eas:
8 fie{ rno-e Or less lei the Norlfiv es: Ccrner C'?lie to: here; nauove conveyed, cornering thence with and along the
Wp51cn' IIne of the iroperly .Orev-abcve cror.vdyed So:Ith 12 degrees 37 in ;
:lie paint of bsgirriiog es least' 15.5 feet, mar ore less, ,o
•
SUGGS
435 Mutual Boijlev2'-j. p' n--evil:e, NC 27r,86
-CD
0
This instrument prepared by:_A_,4i a v _ E.
a licensed North Carolina attorney.
Delin1twera Saxes, it any. to be paid by the
closing arorney to t:1e covnty Tax Collector upon
dlSbursemealt of closing proceeds.

.212
lMka �tprepared by: F10 01Ce-
a licensed North Carolina attorney.
Delinquent taxes, if any, to be paid by the
Closing attorney to the County Tax Collector upon
disbursement of cf6sing proceeds.
DOC 10: 0033SQ710005 Type: CRP
Raaarded: 05/05/2020 pn 09:44:29 AM
Fee Amt: $86.00 Pape n of 5
Revenue Tex: $60.00
ECI3ECOME C01)NTY, NORTH CAROLINA
Villa "A.. iAnddersoin ReenLstteer tof�]Dead&
�BK1 t 11. Pp1G1G`1t21V
NORTH CAROLINA
t \1 J GENERAL WARRANTY DEED
Excise Tax: S60.00 Recorftg Time, Book and Page;
Tax Map No, Parcel Identifier No: 4739483-MO%M
Mail after recording to: GRANTEE - MAILING ADDRESS
,This instrument was prepared by: THE LAW OFFICES OF VMTFIELD & BOWENS, PLLC
THIS DEED made this 24th day of Ann? , 2020 by and between
GRANTOR
SEAHAWK INVESTMENT GROUP, LLC, A NORTH CAROLINA LAKITED LL1BnM COMPANY
MI ingAddrest: 7A5 Sh$arin Rhdre,4 QoAS/ � aun 100Ck M A- 14G 111814
!
GRANTEE
TOWN OF PRINCEVILLE, A NORTH CAROLINA MUNICIPAL CORPORATION
Property Address: 431 MUTUAL BOULEVARD AKA 435 MUTUAL BOULEVARD, PRINCEVILLE, NC 27386
Mailing Address: 201 SOUTH MAIN STREET PRINCEVILLE NC 27886
The designation Grantor and Grantee as used herein shall include said parties, their heirs, suooessers, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSETIL that the Cmmtor, for a valuable consideration paid by the Grantee, die receipt of whith is hereby zcknowlcdged,
has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simpic, aH that certain lot or parcel of land
and more particularly described as follows:
SEE ATTA,CBED EXHIBIT A
All or a portion of the property heraimbove described was acquired by Grantor by instrument recorded in Book 1533 'Page
273 , EDGECOMBE Comty Registry.
A map showing the above described property is recorded in Plat Book _ , Page _ , and referenced within this instrument.
Does the above described property include the primary residence (yestno) 2 No
TO RA VC AND TO HOLD the aforesa id lot or parcel of land and all privileges and az:ptrr cuances thereto belonging to the Grantee
in fee simple.

And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right W convey the same in
fbb simple, char tide is markewble and free and clear of all enc=brances, and that Grantor will warrant and defend the title against
the.lawful claims of all persoas wtho=oever except for the exceptions hcrcinafler stated.
Title to the property hereinabove desm[bed is subject to the following exceptions:
IN WYTNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this iustrament to be
signed in its corporate name by its duly aathorbed ofMiiar(s), the day and year drat above written.
SEAHAWK DNESTNIENf GROUP, LLC, A
NORTH CAROLINA T.•IlvI= LIABMXI'Y
COMPANY
(SEAL)
(I SLY I t1t OJ//I/L i
]3y:
(SEAL)
GEORGE t THORNE Iii, MANAGMz ,
SEAHAWK INWSTM N-T GROUP, LLC
MANAGER OF SEAHAWK
INVESTMENT GROUP, LLC, A
NORTH CAROLINA LIMITEI)
Tide: LIABLITY COMPANY
By:
(SEAL)
Title:
(SEAT:)
NORTH CAROLINA /y A S /`s COUNTY
l certify that the fallowing persou(a) personally appeared before me this day, each acknowledging to me that he or she signed the
foregoing documrnr GEOR ET. THORNE",t4—ANAGE
SEAHA C 1 - l'MENU GROUP, LLC Witness
my band and official stamp or seal, this the AR day of
Aedl L-
My Commissioa Expires: 13 t2 ,9,2 Z
Notary Public
C MARUE . HiRR)N[3iON
/�
Notary Name: W�IE �EI�I�INQ
NMARY P1,1I31iG
Print L it9
HASH CO., NG
NORTH CAROLINA COUNTY
I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she signal the
Foregoing document,
Witness my hand and official
stamp or seal, this the day of
My Commission Expires:
NotaryPublic
Print NotaryName:-- __

1 7 l 1 1 214
EXHIBIT A
TRACT ONE: BEGINNING AT AN IRON STAKE LOCATED ON THE NORTHERN RIGHT OF
WAY OF LINE OF U.S. HIGHWAY NO. 258, SAID,IRON BEING A COMMON CORNER WITH
THE MCELROY GRIMMER AND WIFE PROPERTY AS DESCRIBED IN DEED RECORDED IN
BOOK 860, PAGE 54 OF THE EDGECOMBE PUBLIC REGISTRY; THENCE FROM THE POINT
OF BEGINNING THUS DETERMINED N.12 DEG. 37 MIN. W. 115.5 FEET ALONG THE
GRIMMER PROPERTY TO AN IRON IN A FENCE, CORNERING; THENCE N. 81 DEG. 31 MIN. E.
49.78 FEET ALONG A FENCE, ALONG BEING THE GRIMMER LINE, TO A POINT,
CORNERING; THENCE S. 10 DEGAO MIN. E.104 FEET TO A POINT ON THE NORTHERN
RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 258, CORNERING; THENCE ALONG THE
NORTHERN RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 258, S. 67 DEG. 30 MIN. W. 46.5
FEET TO AN IRON, THE POINT OF BEGINNING. BEING A PORTION OF THE LAND
DESCRIBED IN DEED TO EDGECOMBE MOTOR CO., INC. BY TARBORO MOTORS, INC.
RECORDED IN BOOK 533, PAGE 48 OF THE EDGECOMBE PUBLIC REGISTRY, AND BEING
THE IDENTICAL PROPERTY CONVEYED TO JOE SPEIGHT SUGG, JR., ET UX, DATED
DECEMBER 13,1999 AND RECORDED IN BOOK 1257, PAGE 1114, EDGECOMBE PUBLIC
REGISTRY.
TRACT TWO: 8 FOOT STRIP ADJACENT TO AND WEST OF 435 MUTUAL BOULEVARD
BEING AN 8 FOOT STRIP OF LAND ADJACENT TO AND WEST OF THE PROPERTY
CONVEYED HEREINABOVE AND BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT
INTHE RIGHT-OF-WAY OF U.S. HIGHWAY 258 (MUTUAL BOULEVARD), AND PROCEEDING.
THENCE ALONG AND WITH THE RIGHT-OF-WAY OF U.S. HIGHWAY 258 (MUTUAL
BOULEVARD) SOUTH 67 DEGREES 30 MINUTES WEST 8 FEET TO A POINT, CORNERING;
THENCE ALONG A NEW LINE PARALLEL WITH THE FIRST LINE NORTH 67 DEGREES 30
MINUTES EAST 8 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF THE LOT THERE
IN ABOVE CONVEYED, CORNERING; THENCE WITH AND ALONG THE WESTERN LINE OF
THE PROPERTY HEREINABOVE CONVEYED SOUTH 12 DEGREES 37 MINUTES EAST 115.5
FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
AND BEING THE IDENTICAL PROPERTY CONVEYED BY LASALLE BANK NATIONAL
ASSOCIATION, AS TRUSTEE, IN TRUST FOR THE HOLDERS OF ME RI LL LYNCH
MORTGAGE INVESTORS TRUST SERIES 2002-AFC1 TO SEAHAWK INVESTMENT GROUP,
LLC BY SPECIAL WARRANTY DEED DATED MARCH 11, 2009 AND RECORDED IN BOOK
1533, PAGE 273, EDGECOMBE PUBLIC REGISTRY, TO WHICH REFERENCE IS HEREBY
GIVEN FOR FURTHER DESCRIPTION.
THIS PROPERTY HAS A STREET ADDRESS OF 431 MUTUAL BOULEVARD AKA 435 MUTUAL
BOULEVARD, PRINCEVILLE, NC 27886

" 4/30/2020
!till uetasi I rOgecomoe t.ounry
2 1
BILL DETAIL
Bill Numbers
19A473883510900 Bill Date:
0/5/2019
Bill Status: LOLL[?CTIBI.E
Account:
178614-SEAHAWKINVESTMENT GROUP LLC
Bill Class; RR
Desc/Loc:
PT 39 LLOYD LO
Bill Type: REGULAR
Parcel ID:
4738-83-5109.00 District:
01
Tax Year:
Real Value: $37,515.00
Principals
$0.00
Personal Value:
$0.00
Discounts
$0.00
Exemptions:
$0.00
Interest (as of
4/30/2020):
$0.00
Determents:
$0.00
Penalty:
$0.00
Conditions:
Balance Due:
$0.00
TAX
ORIGINAL CuRnFNT li[IF. AMOUNT
Code Description
Levy/Chg
Penalty Levy Penalty Int
Chill
GO1 EDGP.COMBE COUNTY TAX
$356.39
$0.00 MOO
$().00 $0.00
$0.00
CIO PRINCP.VILLE TOWN TAX
$220.94
$0.00 $0.00
$0.00 $0.00
$0.00
Total: I
$985.23
$0.00
$0.00
$0.00 $0.00
$0.00
TM
ORIGINAL CORREHT
PAIR A NT
Code Description Levy/Chg
Penalty Levy
Penalty Int
Chg
GOL EDGECOMBE COUNTY TAX
$356.39
$0.00 $356.39
$0.00 $0.00
$0.00
C10 PRINCEVILLE TOWN TAX
$228.84
$0.00 $220.84
$0.00 $0.00
$0,00
Total:
$585.23
$0.00 $985.23
$0.00 $0.00
$0.00
Contact Tax Office for
current bill status
EFfBCitVS DATE TRANSACTION TYPE AMOUNT PAID BY
12/30/2019 OVER THE COUNTER PAYMENT ($585.23) SEAHAWKINVESTMENT GROUP LLC
2019
https://taxpa.edgecombecountync.gov/paasIParcels/cDetaii.asp?ID-19A473883510900 1/1

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