SW6221002_Response To Comments_20230214

Ctury
ENGINEERINGa/
TRANSMITTAL FORM
TO: Mr. Jim Farkas
NCDEQ
Division of Energy, Mineral and Land Resources
512 N. Salisbury Street, Office 640M
Raleigh, NC 27604
910-707-3646
SUBJECT: Avonlea Subdivision
CURRY PROJECT NO: 2020-063
We are sending you the following items:
COPIES ITEM
2 Plans
1 Deed
r 1 Calculations
1 Application
DATE: February 14, 2023
SENT BY: Don Curry
DESCRIPTION
Revised Plans to Address Comments
( Property Deed
Revised Pond Calculations (pond #21
Revised Supplement-EZ Form
1
Letter Response Letter -
Letter Original Comments
1
Application Revised SWU-101 Application, page 3
1
PDF
PDF on Thumb Drive of Revised Materials
These are transmitted as checked below:
For Information Approved as Noted - Revise and Resubmit
As Requested Not Approved - Revise and Resubmit
x For Review and Comments For Record and File
For Revision x Submittal
x For Approval For Recording
Approved For Signature, then return to:
REMARKS:
T 205 S. Fuquay Avenue
F Fuquay-Varina, NC 27526
J9-R� E IV
Es r LP
z 10
0
��lp �P /
yCARp1.� f

Don Curry
From: Farkas, Jim J <[e-mail]>
Sent: Wednesday, January 4, 2023 4:18 PM
To: Don Curry
Cc: [e-mail]
Subject: RE: SW6221002 Avonlea Subdivision
Don,
I was looking over the information you provided on 10/5/2022. Everything looks good except for a few small issues:
Please correct the following:
- Wet Pond #1 appears to short circuit (Wet Pond MDC 4). The berm between the forebay and main pool that
would prevent runoff from taking the most direct route from the inlet to the outlet of the wet pond has a top
elevation (177.5') that is lower than the WQv surface elevation (178.0'). It is recommended to increase the
elevation of the top of the berm to at or above the WQv elevation to prevent short circuiting.
- The drawdown orifice diameter for Wet Pond #2 does not appear to be shown on plan sheet C4.5 (The callout
on the plans just has an "X" where the diameter would be). The value provided in the calculations, 1.75", was
used to verify that a sufficient drawdown rate was provided.
- Please correct the,following issues with the Supplement-EZ Form:
o Cover Page:
Line 7 — It is noted that there are no surface waters located on -site, however we ask that the
required vegetated setback width (30 ft per 15A NCAC 02H .1017(10)) be included on this form
(Lines 8 & 9 may be left as "N/a" since there are no surface waters located on -site).
o Drainage Area Page:
Entire Site Column:
• The entire site column is an accounting of the entire project area, not just a summation
of the drainage area columns. For example, any BUA that is located within the project
area but does not drain to one of the SCMs should be accounted for in the Entire Site
Column. In addition, the "drainage area" of the entire site is equal to the project area.
• Line 18 should correspond to the value shown in Section IV, 8 of the Application.
Lines 19-21 are not needed for this column.
BUA Allocated to Subdivided Lots:
• BUA allocated to the subdivided lots should be shown on Line 9 and not included on
Lines 10 or 12. For example, the Deed Restriction document indicates that each of the
103 lots is allocated 3,000 sf of BUA, as such, the new BUA on subdivided lots (Line 9)
for the Entire Site Column should be 309,000 sf (103 lots * 3,000 sf/lot) and the values
of Line 12 should be adjusted so as to not include the BUA allocated to the lots.
• Line 10 should be the sum of the items of Line 12 and these items are a breakdown of
the "common" BUA for the project.
• For this project, Lines 9 and 10 should add up to Line 8.
o Wet Pond Page:
■ Line 30—The same perimeter appears to be used for each wet pond in this calculation (It is
possible that the perimeter of each of these wet ponds is identical, please just verify if this is
correct).
■ Line 34—The clean out depth of the forebay is the distance from the permanent pool surface
elevation to the top of the sediment storage elevation (it corresponds to the forebay clean out
depth value in the O&M Agreement). Please revise.

Line 37 — Please indicate the value of the proposed drawdown orifice diameters in the
Additional Information section (Line 55) since this cell rounds the input value to the nearest
whole inch.
Wet Pond #1, Line 42 — This wet pond appears to use berms/baffles (the berm between the
forebay and main pool) to improve the flow path from the inlet to the outlet.
Lines 43 & 44 — The depth of the forebay entrance/exit is measured from the permanent pool
surface elevation to the excavated bottom of the forebay at the entrance/exit of the forebay.
Please revise as needed.
Please provide the following:
- 1x electronic copy of the property deed (This item did not appear to be uploaded).
- 2x hard copies & 1x electronic copy of the revised plan sheets.
- 1x hard copy & 1x electronic copy of the revised calculations (if needed).
- 1x hard copy & 1x electronic copy of the revised pages of the Supplement-EZ Form.
- 1x hard copy & 1x electronic copy of any other items required to address these comments.
Hard copies should be mailed to me at the following address:
For FedEx/UPS:
Jim Farkas T
512 N. Salisbury Street, Office 640M
Raleigh, NC 27604
For USPS:
Jim Farkas
1612 Mail Service Center
Raleigh, NC 27699-1612
Hand Delivery:
Please reach out to me prior to hand delivering a submission to make sure that I (or someone else in my group)
will be able to receive the submission. Do not leave the package in the foyer with the security guard.
NOTE: Hard copies should not be sent to a Regional Office. Doing so will delay the review process and the
submission package may be lost while being sent from the Regional Office to me in the Central Office.
Electronic copies should be uploaded at the following location:
https://edocs.deg.nc.gov/Fc)rrns/­`SW-Supiolei-nental--U-uload
Since these are really minor things, once I get the hard copies, anything else that may have changed from addressing
these issues, and the documents are uploaded to Laserfiche (Provided everything is still in order), we can issue the
permit without doing another formal review.
Let me know if you have any questions.
Jim Farkas
State Stormwater Engineer
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]

Curr
GNGiN,,,,NG�
February 14, 2023
Mr. Jim Farkas
State Stormwater Engineer
NCDENR
512 N Salisbury Street, Office 640M
Raleigh, NC 27604
RE: Avontea Subdivision
SW6221002
Dear Jim;
The purpose of this letter is to respond to your review comments dated January 4, 2023, for the above
referenced project. Your comments and corresponding responses are summarized below:
1. Wet Pond #1 appears to short circuit (Wet Pond MDC 4). The berm between the forebay and
main pool that would prevent runoff from taking the most direct route from the inlet to the
outlet of the wet pond has a top elevation (1775) that is lower than the WQv surface elevation
(178.01. It is recommended to increase the elevation of the top of the berm to at or above the
WQv elevation to prevent short circuiting.
This has been corrected.
2. The drawdown orifice diameter for Wet Pond #2 does not appear to be shown on plan sheet
C4.5 (The callout on the plans just has an "X" where the diameter would be). The value
provided in the calculations, 1.75", was used to verify that a sufficient drawdown rate was
provided.
This has been corrected.
3. Please correct the following issues with the Supplement-EZ Form-
a- Cover Page:
• Line 7 — It is noted that there are no surface waters located on -site,
however we ask that the required vegetated setback width (30 ft per 15A
NCAC 02H .1017001) be included on this form (Lines 8 & 9 may be left as
"N/a" since there are no surface waters located on -site).
This has been corrected.
T [phone] 205 S. Fuquay Avenue
F [phone] Fuquay-Varina, NC 27526

b. Entire Site Column:
• The entire site column is an accounting of the entire project area, not just
a summation of the drainage area columns. For example, any BUA that
is located within the project area but does not drain to one of the SCMs
should be accounted for in the Entire Site Column. In addition, the
"drainage area" of the entire site is equal to the project area.
• Line 18 should correspond to the value shown in Section IV, 8 of the
Application.
• Lines 19-21 are not needed for this column.
This has been corrected.
c. BUA Allocated to Subdivided Lots
• BUA allocated to the subdivided lots should be shown on Line 9 and not
included on Lines 10 or 12. For example, the Deed Restriction
document indicates that each of the 103 lots is allocated 3,000 sf of
BUA, as such, the new BUA on subdivided lots (Line 9) for the Entire
Site Column should be 309,000 sf (103 lots * 3,000 sf/lot) and the values
of Line 12 should be adjusted so as to not include the BUA allocated to
the lots.
• Line 10 should be the sum of the items of Line 12 and these items are a
breakdown of the "common" BUA for the project.
• For this project, Lines 9 and 10 should add up to Line 8.
This has been revised.
Wet Pond Page:
• Line 30 - The same perimeter appears to be used for each wet pond in
this calculation (It is possible that the perimeter of each of these wet
ponds is identical, please just verify if this is correct).
The perimeter for pond #2 has been corrected. Pond #1 is correct.
• Line 34 - The clean out depth of the forebay is the distance from the
permanent pool surface elevation to the top of the sediment storage
elevation (it corresponds to the forebay clean out depth value in the
0&M Agreement). Please revise.. This has been revised.
• Line 37 - Please indicate the value of the proposed drawdown orifice
diameters in the Additional Information section (Line 55) since this cell
rounds the input value to the nearest whole inch. This has been
revised.
Wet Pond #1, Line 42 - This wet pond appears to use berms/baffles (the
berm between the forebay and main pool) to improve the flow path from
the inlet to the outlet. This has been revised.
Lines 43 & 44 - The depth of the forebay entrance/exit is measured from
the permanent pool surface elevation to the excavated bottom of the
forebay at the entrance/exit of the forebay. Please revise as needed.
This has been revised.
Feel free to contact me with any questions or concerns regarding this project.
Sincerely,
The Curry Engineering Group, PLLC
Donald Curry, PE
President

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
2
3
4
5
6
Project Name
Project Area {ac}
_Coastal Wetland Area (ac)
Surface Water Area (ac)
Is this project High or Low I]enslty?
Does this projBCt use an off -site SCM?
COMPLIANCE WITH 021-11.9003(4)
7 ! Width of vegetated_ setbacks provided (feet) _
8 Will the vegetated setback remain vegetated?
9 If BUA is propmed in the setback, does it meet NCAC 02H.1003(4)(c-d)?
10 Is streambank stabilization proposed'. on this-1)miect?
Avonlea Subdivision
21.74
0 T -
0 _
Huh
No
30'
WA
N/A
No
NUMBER AND TYPE OF SCMs:
11 Infiltration System _ T
12 Bioretention Cell
13 iWet Pond 2
14 IStormwater Wetland
15 ;Permeable Pavement
16
Sand Filter
17
Rainwater Harvesting RWH
18
Green Roof
19
Level Spreader -Filter Strip (LS-FS)
Disconnected Impervious Surface (DIS)
20
21
Treatment Swale
22 Dry Pond
23 StormFilter
24 Silva Cell
25 , Bayfilter
26 Filterra
FORMS LOADED
DESIGNS CERTIFICATION
27 Name and Title-
28 i Organization:
29 'Street address:
30 City, State, Zip:
31 Phone numbers :
32 Email:
Donald L. Cu :. Jr., PE / Project Manager
Curry Engineering___
205 S. Fuguay Ave.
Fu ua -Varina NC 27526
919-552-0849
don@cu"eng.com
Certification Statement:
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.
LiDI2ii:i l
1�ti�v
Seal
C260'a4e
Signature of Designer
Date

DRAINAGE AREAS
1 'is this a high -density project?
Yes
2 If so, number of drainage areas/SCMs
2
3 Does this project have low density areas?
No
4 If so, number of low density drainage areas
0
Is all/part of this project subject to previous rule
5 versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
7
2
4
Tyoe of SCM
Wae Pane
Wet Pond
Wet Pond l
5
Total drainage area (sq ft)
9469M
_
528385
272687 1JI
6
Onsite drainage area (sq ftL
946998
528385
—
272687
y 7
Offsite drainage area (sq ft) _
_
-
0
6
Total BUA in project (sq ft)
46_4009 sf
283294 sf
_0
165756 sf
New BUA on subdivided lots (subject to permitting)
9
(sq ft)
309000 sf
198000 sf
111000 sf
_
New BUA not on subdivided lots (subject to
_
10
permitting) (sf)
155009 sf
85294 sf
54756 sf
11
Offsite BUA (sq ft)
sf
sf
sf
12
Breakdown of new BUA not on subdivided lots:
- Parking(sq ft) _
3pp© s(
300p sf
s{
- Sidewalk sq ft_)
37744 of
_ _
17774 if
13315 sf
Roof (sq ft)
sf
_
sf
sf
Roadway (sq ft)
104265 sf
$4520 sf
41441 sf
Future (sq ft)
sf
_
sf
of
Other, please specify in the comment box below
(sq ft)
10000 sf
10000 sf
sf
New infiltrating permeable pavement on subdivided
13
lots (sq ft)
Sr
sf
of
New infiltrating permeable pavement not on
14
subdivided lots (sq ft)
sf
sf
of
115
Existing BUA that will remain (not subject to
_
permitting) (sq ft)
Sf
of
g}
of
sf
sf
of
sf
sf
96 Existing BUA that is already permitted (sq ft)
17 Existing BUA that will be removed (sq ft)
18
Percent BUA
54%
1.0 In _
25330 of
i le
49%
.0 in
of
d
61%
1.01n
i 15423 d�
Simpla
19 Design storm (inches)
_
20 Demon volume of SCM (cu ft)
21 Calculation method for design volume
ADDITIQNALJNF0RMATi0N
_
Please use this space to provide any additional information about the
22
drainage area(s)-
Pond #1: 1oxo sf Impervious allocated for —amen ft-y

WET POND
- 1 Drainage area number
1
2
—
2 Minimum required treatment volume cu ft
23674 CT
_
13793 cf
GENERAL MVC FROMON
the SCM sized to treat the SW from all surfaces at build -out?
3;lsVs
Yes
the SCM located away from contaminated soils?
_YBS
Yea
Yes
5What are the side slopes of the SCM (H:V)?
_
3;1
3:1
_
6 Does the SCM have retaining walls, gabion walls or other engineered
side slopes?
N4
No
Are the infers, outlets, and receiving scream protected from erosion
7i f 10-year storm)?
Yes
Yes
—
I Is there an overflow or bypass for Inflow volLime In excess of the
_ a!! et! volume?
Yes
Yes
Pump (preferred)
9 What is the method for dewatering the SCM for maintenance? _ pump (preferred)
10 If applicable, will the SCM Ge cleaned out after construction?
Yes
Yes
11, Does the maintenance access comply with General MDC (8)?
_
Yes
Yes
-12 Does the drainage easemnt ecomply with General MDC (9)?
Yes
_
13 If the SCM Ps.on a single family lot, does (will?) the plat comply with
General MDC (10)?
No
No
14 Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
15 Is there an O&M Plan that compilesvAth (3aneral MDC (12)?
Yes
Yes
16 Does the SCM follow the device speclftr MDC?
_Yes
Ys_
17 Was the_SCM dew -ned by an NC licensed �fe@5ional7
- - --- -
Yes
Yes
wrrpmo MSCFROM 02H ado
18 Sizing method used SA/DA
19 Has a stagelslorage table been provided in the calculations? Yes
20 Elevation of the excavated main pool depth (bottom of sediment 170.50
removal) (fmsl)
SAIDA
Yes
167.00
21 Elevation of the main pool bottom (top of sediment removal) (fmsl) 171.50
168.00
22 Elevatlan or the bottom of the Vegetated shelf final) - 176.00
172.50
173.00
231 Elevation Of the permainefft pool fmsl) 176,50
_
24 Elevation of the toe of the vegetaled shelf (fms)J 177.00
25 Elevation of the tem rary pool (tm_sl) _ — 178,00
26 SLirfacearea of the main permanent pool (s[guarefeet) 114_$0
27 Volume of the main permanent pool (cubic feet) 31572 of
173.50
174.30
773i{
21812 of
28 Average depth of the main pool (feet) 3,23 ft
29 Average depth equation used Equation 3
3,2&ft
Equation 3
396.0 ft
30 If using equalion 3, main o-W perimeter {feet)
594.0 ft
31 If uslnAequaflon 3, w_fdth of subrwV_W v . shelf: {
32: Volume of the forebay (cubic feet)
3.0 ft
3.0 ft
48B2cf
4070 cf
33'
Is this 15�20% of" volume in the main pool?
Yes
Yes
34
Clean -out de th forrforeba inches)
S6 in
36 in
35
Design volume of SCM (cu ft) 25330 cf
15423 cf
36.Is the outlet an orifice or a weir? Orifice
Orifice
37 If urfrrce, orifice diameter {Inches 2 in
2 in
38 If weir, weir het hchtt (inches) bt:
39 If weir, weir I h Cirlohes) _ in
40; Drawdoyvn time for the temporary! i7ni { ) &12;
In
In
3.37
41 Are the inlet(s) and outlet located in a manner that avoid7 s short- Yes
grculti
Yes
42 Are berms or baffles provided to Impra the flow path? Yes
No
dal f fa, h of fr m-hay at entrance (Incher) 48 in
48 in
44 Depth of forebay at exit {inches) 36 in
45 Does water flow out of the forebay in a non -erosive manner? J Yes
36 in
Yes
46 Width of the vegetated shelf feet 6 ft
6 ft
47 Slope of vegetated shelf (N-V) 6:1
48 Does the office drawdown from below the top surface of the Yes
permanent pool?
6:1
Yes
49.
Does the pond minimize impacts to the receiving channel from the 1-
r, 24-hr storm? Yes
Yes
50'Am fountains proposed? (If Y, please provide documentation that No
MDC 9) is met
No
51 Is a trash rack or other device provided to protect the outlet system? Yes
Yes
52 Are the dam and embankment planted in non -clumping turf grass? Yes
Yes
53 Species of turf that will be used on the dam and embankment Fescue or
_ Centipede
Fame or
Ceftilwe
54 Hasp Ianti n Ian been provided for the vegetated shelf?
Yes _ Yes
_a
ADDITIONAL. INFORMATION
55 Please use this space to provide any additional information about the
wet pond(s)
'WPbt orifice = 2.25" [ref line 37). WPp2 orifice = 1.75" (ref. Irte 37)
Wet Pond 3 3:12 PM 2/14/2023

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Storm draina e will be collected via enclosed 12ipe system to 12rol2osed Wet Pond SCM's 2 total).
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 Cape Fear _ River basin.
4. Total Property Area: 21.74
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+:21.74 acres
+ Total project area shall be calcr►lated to xcha de the folknoing: the normal pool of impounded structures, the area
behwen the banks of streams and rivers, the area 10ow the Normal High Water (NHW) Iine or Mean High Water
(MHW) line, and coastal wetlands landward tronr the NHVV (or MHVV) line. Tire resultant project area is used to
calculate cmerall percent built upon area (BLIA). Non -coastal zoetlands landward of the NHW (or MHW) line stay
be i.nchrded in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 49
9. How many drainage areas does the project have?2 (For high densifj, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, nose 1 for the zvhole properhj 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 2
Drainage Area
Drainage Area _
Receiving Stream Name
Black River
Black River
Stream Class *
C;Sw
C;Sw
Stream Index Number *
18-68-12-1
18-68-12-1
Total Drainage Area (sf)
528,385
272,687
On -site Drainage Area (so
528,385
272,687
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (sf)
283,294
165,756
Impervious Area** total
53.6
60.8
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area
Drainage Area _
On -site Buildings/Lots (sf)
198,000
111,000
On -site Streets (sf)
54,520
41,441
On -site Parking (sf)
3,000
0
On -site Sidewalks (so
17,774
13,315
Other on -site (sf)
10,000
0
Future (sf)
0
0
Off -site (so
0
0
Existing BUA*** (sf)
0
0
Total (so:
1 283,294
1 165,756
* Stream Class and Index Nunnber can be determined at: ltttRYZpqrtal.acdenr.arg z�s _qv eLa§sii cations
Iru yrzriotes area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidlc�zvalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Project Data
Revisions
Project #
2020-063
No
Date
Description
Project Name
Avonlea
Date
2/14/2023
POND VOLUMES
Wet Detention fond #7
Total Main Pool
Stage Level
Elevation Ift)
Area Isf)
age Volume
Ic0
Curnutwive Storage
Icf)
0
163
1805
0
0
1
169
2755
2280
2280
2
170
3735
3245
5525
3
171
4701
4263
9788
4
172
)920
5356
15144
4 5
172 5
6510
3108
18251
5
173
7734
3561
21812
Tulal Fureh:)y Volume
Stage Level
Elevation Ill)
Area Isf)
Stage Volume
(cfl
t.umutative 5torage
(c1)
0
170
400
0
0
1
171
989
694
694
2
172
1730
1359
2053
3
173
2304
2017
4070
Te porary Pool Volume
Stage Level
Elevation Ift)
Area Is!)
Stage Volume
(c1)
Uumulative btorage
ICII
0
173
10042
0
0
0.5
173.5
11649
5423
5423
1
174
12648
6074
11497
1.3
1743
1"7S9G
3926
15423
Average Depth Calculation-
VPP—VsheL f
Des Abottomofshelf
Where: D, Average depth In feet
VOW = Total volume of permanent pod (feeN)
Vw = Volume over the shelf only (feeN) — see below
Aed...ddr = Area of wet pond at the bottom of the shelf (feel
Vow = 0.0. Depth... ,t* Perlmetero..r.., 0 Vlfldth=wwWd,,wdr.r
Where: D__.,.. = Depth of water at the deep side of the shelf as
measured at permanent pod (feet)
Perimeter,.,.,.. c.d = Perimeter of permanent pod at the bottom of the
shelf (feet)
1Width.&—pe P.dw� = Width from the deep side to the dry side of the
shalt as measured at permanent pool (feet)
V,h-[f =
297 cf
D—...., sh-ir =
0 , It
Perimeter =
3.26 ft
Width =
3 It
VPP= 21812 cf
As,i,ofsn=u= 6510 sf
Da.y = 3.30 ft

HARNETT COUNTY TAX ID #
021507 0078
07-25-2022 BY: TC
Excise Tax: $4,116.00
Matthew S. Willis Register of Deeds
Harnett County, NC
Electronically Recorded
07/25/2022 03:59:03 PM NC Rev Stamp: $4,116.00
Book: 4160 Page: 434 - 436 (3) Fee: $26.00
Instrument Number: 2022105797
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. _ Verified by ___ County on the day of , 20
BY.-
Mail/Box to: The Law OffictAjefty E. Radf P.A. 1300 Bra Blv Suite 1 1 tteville N 2 0I
This instrument was prepared by:The Law Office E. R a d fmd_ P.A._ I_QLamggli~Suite 1316, E ttevil I e- NC 28301
Brief description for the Index:
THIS DEED made this 25th day of Jul , 20 22, by and between
GRANTOR
Susan Tart Property, LLC
126 N Ennis St
FuquayVadna, NC27526
GRANTEE
Bruce Drive, LLC
350 Wagoner Drive
Fayetteville, NC 28303
Enter in appropriate block for each Grantor and Grantee: name, mailing 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 fte simple, all that certain lot, parcel of land or condominium unit
situated in the City of . Famett Township, Harnett County,
North Carolina and more particularly described as follows:
Exhibit A
submitted electronically by "The Law office of Jeffrey E. Radford"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Harnett county Register of Deeds.
NC Bar Association Form No. 3 @ 1976, Revised CO 1977, 2002. 2013 This standard form has been approved by;
Printed by Agreement with the NC Bar Associa ioa — 1981 North Carolina Bar Association — NC Bar Form No. 3

BK 4160 PG 435
DOC# 2022105797
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed_ includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book _4_ page
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 dear 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 first above written.
Susan TW Ptoorty, LLC
Name)
2 UType Name & Titie: zachnAngle
Member
$y.
Print/Type Name &
ey
Print/Type Nacre & Title:
State of
- County or City of
1, the undersigned Notary Public of the County or City of
Print/Type Name-
(SE
AL}
Print/Type Name:,
(SEAL )
Print/rype Name:
(SEAL)
Print/Type Name:
and State aforesaid, certify that
personally appeared before me this day and acknowledged the
due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this day of
. 2Q_
My Commission Expires:
(Affix Seal) Notary's Printed or Typed Name
State of
- County or City of
otary Public
I, (tie undersigued Notai'y Public of the Cuuctly ur City of anti Stale afuresaid, certify that
�4s.ti r t r r rr ffr, personally appeared before me this day and acknowledged the
due execution of the foregoing instrument for the pti4tisi s therein�' d. Witness my hand and Notarial stamp or seal this day of
,2p_,
My Commission Expires: = Notary Public
(ASeal) yl �'UB L I v
(Affix, V Notary's Printed or Typed N ame
_I�rA
State of North Carolina - County orPat;
I, the undersigned Notary Public of the County WCir}+ P Cum (land and State aforesaid, certify that
Zachary Ample personally came before me this day and acknowledged that
_he is the Member of _Susan Tart Property LLCM _ a North Carolina or
corporation/limited liability company/general partaership/limited 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 25th da f Ju _, 20 22.
My Commission Expires: May 13, 2425�_
(Affix Seal)
Page 2 oF2
Kell eelcs Notary Public
Notary's Printed or Typed Name
NC Bar Associadom Form Na_ 3 01976, Revised® 1977, 2002, 2013 This standard fmmhas be® approved by:
Printed by Agreement with the NC Bar Association —1981 North Carolina Bar Association — NC Bar Form No_ 3

BK 4160 PG 436 DOC# 2022105797
Exhibit A
Being all of that 65.36 acre Irmtas depicted on that map recorded in Plat Book 2020 Page 353, Harnett County Registerof
Deeds_
FREEAND CLEAR
Easement 4221117; 4351141;143766; 2417/931; 4801280; 561/119,6831449; 720/820
2021 taxes are paid $10593.86
Search Period 8/1/61-711422
Beginning at a found PK Nail in the centerline of NCSR 1735 (Antioch Church Road) and NCSR 1844 (Susan Tart Road)
and running thence with the centerline of NCSR 1735 64 degrees 25 minutes 03 seconds East 142.91 feet to a PK Nail Set;
thence South 11 degrees 42 minutes 35 seconds East 30.31 feet to an iron pipe in the Southern margin of SR 1735; thence
continuing South 11 degrees 42 minutes 35 seconds East 97.84 feetto a Found Iron Pipe; thence North 84 degrees 08
minutes 23 seconds East 141.73 feet to a Set Rehr, thence North 05 degrees 51 minutes 37 seconds West 50 feet to a set
rebar, thence North 84 degrees 08 minutes 23 seconds East480.00 feet to a found Iron Pipe; thence South 05 degrees 24
minutes 35 seconds East 456.42 feet to a Found Iron Pipe, thence South 83 degrees 40 rr nutes 23 seconds West 579.94
feet to afound iron pipe; thence crossing NCSR 1844 and proceeding South 89 degrres 41 minutes 41 seconds West297.84
feet to a found iron pipe; thence North 01 degrees 24 minutes 26 seconds West435.47 feet to a PK Nail set in the centerline
of NCSR 1735, thence North 64 degrees 30 minutes 49 seconds East 81.51 feet to the BEGINNING and containing 9.03
acres, more or less, and being the exact same properly described as Tract NoTweive in the deed recorded in Book 2457 at
Page 865 in the Harnett County Registry.
Less and except any portion of the above described property that lays West of Susan Tart Road and associated dated
November9, 2021
Tax # 1506-78-5911
Deed of Trust to Wrncor Propa tes dated 2222 in the amount of $145000.00 recorded in Book 4109 Page 672
Search period 2073-711422
Being a parcel 28.5 X 116 of lot No. 50 of the J.B_ Rouse, Jr: Subdivision which was surveyed by James W Lee, Registered
Surveyor, on Map 7,1950, and said parcel tieing more particularly descri bed as follows:
Beginning in the southem line of a thirty-foot sbeet which extends into the old Dunn -Erwin Road at a pointapproximatley two
miles west of Dunn; said point being South 87 degrees 55 minutes West across said street 30 feetfrorn the southeastem
comer of Lot No, 2, awned byte Gene D. McLeod (raw or formerly) herein; rum thence, South 87 degrees 55 minutes West
28.5 feet to Dunn Meat Packers, Inc. fence; thence North 00 degrees 15 minutes West with Dann Meat Packers, Inc.116 feet
to corner offence, thence North 87 degrees 55 minutes East 28.5 feet the southern line of the said thirty --foot street; thence
South 00 degrees 15 rrunubN Bast with said street 116 feet to the beginning.
Free and Clear
Search Period 11/14l73-7/1422
Beginning at the northeast comer of the properly awned by Susan Tart Property, LLC as despicted in Book of Maps 2020
Page 353, Harnett County Registry, thence South 4 degrees 58 minutes 18 seconds East for a distance of 116.00 feet to the
point of Beginning therrce, South 4 degrees 58 minutes 18 seconds East for a distance of 11 M50 feel; North 83 degrees 48
minutes 49 seconds East for a distance of 24.86 feet thence North 4 degrees 46 miuntes 56 seconds West for a distance of
1100.62 feet; thence South 83 degrees 43 minutes 55 seconds West for a distance of 28.5 feet to the point and place of
Beginning containing 0.67 acre, more or less.
Parcel ID# 1506-88-2105.000
Search Period WU60-7-14-22
t224W-PFDJ22-04J21 t