SW6190506_1st STRM Submittal Package 05.22.19_6/6/2019

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ CoastaI SW -1995 ❑ Coastal SW - 2008 ❑ Ph H - Post Construction
(select all fliat apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t 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 array 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.):
C.....I.arenc..e..L.....ee Tart Memorial Park Imvrovements
2. Location of Project (street address):
1269 South Elm Ave.
City:Dunn County:NC Zip:28334
3. Directions to project (from nearest major intersection). -
From the intersection of Tackson Rd. and S. Elm Ave. in Dunn NC head north on S. Elm Ave. for
a roximatel 1600 feet and the park is on the right.
4. atitude:35° 17' 54" N Longitude:781 36' 46" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ RenewaI w/ Modificationt
}Renewals with modifications also requires SVVU-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*
_
❑ ❑ y p ❑ p ed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. 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, n/a _ _ 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):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control:19 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 5.1.2012-200, Part W. hitpportal.ncdenr.ore/web/Ir/rules-and-regulations
ForrnSWU-101 Version Oct. 31, 2013 Page I of

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 project):
Applicant/ Organization: City of Dunn
Signing Official & Title: Steven Neuschafer, CU Manager
b. Contact information for person listed in item 1a above:
Street Address: 401 East Broad Street
City: Dunn State: NC Zip: 28334
Mailing Address (if applicable): P.O. Box 1065
City: Dunn State: NC Zip: 28334
Phone: (910 } 230-3500 Fax: 1910 ) 230-3590
Email: [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: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: Fax:
Email:
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: Del Crawford - Crawford Design Coin an
Signing Official & Title:Proiect Manager _
b. Contact information for person listed in item 3a above:
Mailing Address:116 N. Cool Spring Street
City: Fayetteville State: NC Zip:28301
Phone: [phone] Fax: [phone]
Email: [e-mail]
4. Local jurisdiction for building permits: Dunn
Point of Contact:Steven King _ Phone #: (910 ) 230-9005
Forrn SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff will sheet flow from the ball field area and collect in shallow swales
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: 34.9 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+:34.9 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streains and rivers, the area below the Normal High Water (NH IV) line or Mean High Water
(MHW) line, and coastal wetlands Iandward froin the NHW (or MHIO line. The resultant project area is used to
calculate overall percent built upon area (BETA). Non -coastal wetlands landward of the NHW (or MHW) line mtay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 16
9. How many drainage areas does the project have?1 (For high densihj, count 1 for each proposed engineered
stormwater BMP. For law densihj and other projects, use 1 for the whole 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
Drainage Area
Drainage Area
Receiving Stream Name
Stony Run
Stream Class *
C-Sw
Stream Index Number *
18-68-12-2-2
Total Drainage Area (so
1519084
On -site Drainage Area (sf)
1519084
Off -site Drainage Area (sf)
0
Proposed Impervious Area** s
250587
Impervious Area total
16
Im ervious' * Surface Area
Drainage Area 1
Drainage Area
Drainage Area _
Drains e Area _
On -site Buildings/Lots (so
0
On -site Streets (so
11068
On -site Parking (so
0
On -site Sidewalks (so
37969
Other on -site (so
0
Future (so
0
Off -site (sf)
0
Existing BUA*** (sf)
201549
Total (sf):
250587
* Stream Class and Index Number can be detennined at: littp://portaI.ricdeair.oiZ oebhoq[psLesu/classifrcatioits
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BETA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B ETA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. n/a
Protects in Union County: Contact DEMLR Central 0jf1ce staff to check if the project is located within a Threatened &
Endangered Species watershed that may be 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 htLD://vortal.ncdenr.orE/web/wci/ws/su/bmi)-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
h ortal.ncdenr.or. web w ws su statesw forms does. 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://portal.ncdenr.org/web/wq/ws/su/maps.)
PIease indicate that the followin re aired information have been provided hy initialing 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 http:/ /portal.ncdennorg/web/wq/ws/su/statesw/forms does.
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 N/A
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
ho://www.envheIR.org/pages/onestopexpress.htnil 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/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
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 1/2
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 MI IW 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).
N/A
d
I~onn 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 SHVVT elevations (Please identify N/A
elevations in addition to depths) as well as a map of the boring Iocations with the existing
elevations and boring logs. Include an 8.5"x11" 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 verrfij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 675/ 682 Page No: 491 / 444
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N/A
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 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.
http:/ /www.secretaLy.state.nc.us/CorporationsZCSearch.aWx
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 httn.-Ut2ortal.ncdenr.org/web/lr(state-stormwater-
forms does. 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: Del Crawford
Consulting Firm: Crawford Design Company
Mailing Address: 116 N. Cool 5Rring Street
City: Fayetteville State: NC Zip: 28301
Phone: (910 ) 221-0033
Email: delcrawford®crawforddsn.com
Fax: (910 ) 221-0035............ .... ... ....... ... _
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 Jtas been filled out, complete this
section)
I, (print or hjpe naive of person listed in Contact Infornation, item 2a)------N/A- - - --- certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) with (print or hjpe nante of organization listed in
Contact Information, item 1 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

the legal properly owner I acknowledge, understand, and agree by my signature below, that if my designs
ag entity listed in Contact Infornrration, item 1) dissolves their company and/or cancels or defaults on pfor
lease a ent, or pending sale, responsibility for compliance with the DEMLR Stormwater permit r_v6ts back
tome, the p erty owner. As the property owner, it is any responsibility to notify DEMLi immed' ely and
submit a comp d Name/Ownership Change Form within 30 days; otherwise i will be apexa ' g a stormwater
treatment facility out a valid permit I understand that fire operation of a stormwater atment facility
without a valid. permit violation of NC General Statue 143-215.1 and may result in propriate enforcement
action including the assess t of civil penalties of up to $25,000 per day, pursu o NCGS 143-215.6.
Date:
I, -Notary Public for�State of . Cauarty Of
. do hereby certify that
before me this _ _ day of a
a stormwater permit. Witness any band and o •cial seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
personally appeared
the due execution of the application for
I, (print or hype nnane of person listed in Contract Information, item 1a) Steven Neuschaisr
certify that the information inci ded on this permit application form is, to the best of my knowledge, correct and•
that the project will be c t d in conformance with the approved plans, that the required deed restrictions
and protective coven recorded, and that the proposed project complies with Elie requirement`; of the
applicable stormwaW der 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature Itlj 4/ Date: ? l
T, �1 P ] �, a Notary Public for the State of _ � r - 00rd 1 l rA, County of
do hereby certify that V' personally appeared
before me this day of .. _ . �j and a owledge the execution of the application for
a stormwater permit. Witness my hand and official seal,
rD
I t111,,f"
,1FRti'',,,
,A
SEAL
My commission expires U
Form SWU-l01 Version Oct 31, 2013 Paga 6 of 6

Permit No.
(to be provided by DWQJ
State of North Carolina
Departrnent of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form nlmj be photocopied far use as all original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007, DWQ BMP Manual (2007), and Session Law 2006-246.
1. PROJECT INFORMATION
Project Name : Clarence Lee Tait Memorial Park Additions and Improvements
Contact Person: Del Crawford Crawford Desi n Comany Phone Number: (910 )221-0033
Number of Lots:I Allowable Built Upon Area Per Lot*:250587 square feet
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals. BUA shall be shown in units of square feet.
1I. BUILT UPON AREA
See the stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUAILot - the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement.
f
Form SW40I-Low Density-Rev.2 Page 1 o3

SA x DF _ RA - OA = BUA
No. Lots Lot
SA: 1.519 084 ft2 x DF: 0.1 b49 — : 0 ft2 _ (OA. 0 ft2J = BUA per Lot = 250587 ft2
(No of Lots: j)
in. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. Indicate the page or plan sheet number where supporting
documentation can be found. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below.
Page/Plan
Initials Sheet No.
NIA a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
NIA
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
See above platting and prior to sale of any lots.
talc.
c. Built upon area calculations are provided for the overall project and all lots.
See appi. d. Project conforms to low density requirements within the ORW AEC (if applicable).
[ 15A NCAC 2H .1007(2)(b)]
"5 e. Side slopes of swales are no steeper than 3:1.
C3.1-5 f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
Swale are shown if slope is greater than 5%.
talcs. g Swales are designed to carry, at a non -erosive velocity, at least the 10-year storm.
C5.0 h. Swale detail and permanent vegetation is specified on the plans.
Form SW401-Low Density-Rev.2 Page 2 of 3

IV. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered; piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: Steven Neuschafer, Cijy Manager
Address:
S
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, U._, as Notary Public for the State of 1 �t _, County of
do hereby certify that J e r personally appeared before me this
day of mam and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
,rrrrl III I I Illq►��
pTARf-''92"-
My commission expires V ! `G Q3
Form SW401-Low Density-Rev.2 Page 3 of 3

CLARENCE LEE TART MEMORIAL PARK
DRAINAGE NARRATIVE
The site improvements include construction of sidewalk and asphalt improvements. The
site is located at 1269 South Elm Street in Dunn, North Carolina.
Because the overall impervious area is approximately 16% of the project area, the low
density option was used in the development of stormwater controls. The post -
development runoff discharges into open areas and grass lined swales located on the east
and south side of the property. No curb and gutter were used in the site in order to
promote sheet flow, increase infiltration and minimize flow velocities. There is a small
portion of the roof runoff and canopies that is conveyed through pipes to minimize the
risk of flooding inside the building doors. Also, the soccer field and track require some
piping based on the design of the ball field. Groundcover will be installed on all open
areas to minimize migration of the soil and provide storm water infiltration.

Drainage Calculations - Swale Calculations
Clarence Lee Tart Memorial Park Additions & Modifications
Swale I1 L Triangular
Post -Development Drainage Area
Drainage Area
Areas
Runoff
Coeffi.
1
SF
Acres
C
Pervious
90932
2.09
0.30
Impervious
1 0
0.00
0.90
Total
90932
2.09
0.30
Generated Flow Based On Drainage Area
C I A
Qto = CIA = 0.30 1 7.96 2.09 —1 4.98 ft3/s
Swale Desic
ing Formula (cfs): Q = (1.49 / n )AR^(%)VS
Q =
Capacity of Swale
n =
Manning Roughness Coeffiecent
A =
Cross -Sectional Area of Swale (SF)
R =
Hydraulic Radius based on cross-section
S =
Channel Slope
Cross -Sectional Area of Swale:
A = zd^2
d - Depth of Swale -
z— side slope
0.50 FT A
10
Hydraulic Radius Based on Cross -Section: �R = zd/2�(1+z^2)
d
1
= Depth of Swale =
0.50
FT R =
F0.25 z
z- side slope
10
00
Channel Slope: I S = 0.70
Manning Roughness Coeffiencent: I n = 0.020
Design Capacity of Swale 6.16 > Drainage Area Flow 4.98
Liner
d Vegetation: Tall Fescue
ible Velocity (ft/sec) (Per Table 8.05a - NCDENR Erosion & Sedimentation Centel Manual)
(cfs): I V = (1.49 / n )R^(r3)Vs
Design Velocity (It/sec) 2.47 <
Is a Temporary Liner Required?
V = 2.47
Permissible Velocity (ft/sec) 1 4.50
Prepared by Crawford Design Company
23 Swale Cale Tart Park -test - Swale 1

Drainage Calculations - Swale Calculations
Clarence Lee Tart Memorial Park Additions & Modifications
Swale I2 L Triangular
Post -Development Drainage Area
Drainage Area
Areas
Runoff
Coeffi.
2
SF
Acres
C
Pervious
99323
2.28
0.30
Impervious
1 12197
0.28
0.90
Total
111520
2.56
0.37
Generated Flow Based On Drainage Area
C I A
Qto = CIA = 0.37 1 7.96 2.56 —1 7.45 ft3/s
Swale Desic
ing Formula (cfs): Q = (1.49 /
Q =
Capacity of Swale
n =
Manning Roughness Coeffiecent
A =
Cross -Sectional Area of Swale (SF)
R =
Hydraulic Radius based on cross-section
S =
Channel Slope
Cross -Sectional Area of Swale: A = zd^2
d — Depth of Swale — 0.60 FT A
z— side slope 8
Hydraulic Radius Based on Cross -Section: �R = zd/21(1+z^2)
FL: Depth of Swale — F-0.00
.50 FTR=z— side slope
Channel Slope: S = 1.00
Manning Roughness Coeffiencent: I n = 0.020
Design Capacity of Swale 9.57 > Drainage Area Flow 7.45
Liner
d Vegetation: Tall Fescue
ible Velocity (ft/sec) (Per Table 8.05a - NCDENR Erosion & Sedimentation Centel Manual)
(cfs): I V = (1.49 / n )R^(r3)ds
Design Velocity (It/sec) 3.32 <
Is a Temporary Liner Required?
V = 3.32
Permissible Velocity (ft/sec) 1 4.50
Prepared by Crawford Design Company
23 Swale Cale Tart Park -test - Swale 2

Drainage Calculations - Swale Calculations
Clarence Lee Tart Memorial Park Additions & Modifications
Swale I3 L Triangular
Post -Development Drainage Area
Drainage Area
Areas
Runoff
Coeffi.
3
SF
Acres
C
Pervious
28509
0.65
0.30
Impervious
1 1437
0.03
0.90
Total
29946
0.69
0.33
Generated Flow Based On Drainage Area
C I A
Qto = CIA = 0.33 1 7.96 0.69 —1 1.80 ft3/s
Swale Desic
ing Formula (cfs): Q = (1.49 / n )AR^(%)VS
Q =
Capacity of Swale
n =
Manning Roughness Coeffiecent
A =
Cross -Sectional Area of Swale (SF)
R =
Hydraulic Radius based on cross-section
S =
Channel Slope
Cross -Sectional Area of Swale: A = zd^2
d — Depth of Swale — 0.70 FT A
z— side slope 6
Hydraulic Radius Based on Cross -Section: �R = zd/21(1+z^2)
1
FL: Depth of Swale — 0.50 FT R = 0.35 Z
z— side slope 6.00
Channel Slope: S = 1.00
Manning Roughness Coeffiencent: I n = 0.020
Design Capacity of Swale 10.78 > Drainage Area Flow 1.80
Liner
Tall Fescue
(Per Table 8.05a - NCDENR Erosion & Sedimentation Centel Manual)
(cfs): I V = (1.49 / n )R^(r3)Vs
Design Velocity (ft'sec) 3.67 <
Is a Temporary Liner Required?
V = 3.67
Permissible Velocity (ft/sec) 1 4.50
Prepared by Crawford Design Company
23 Swale Cale Tart Park -test - Swale 3

Drainage Calculations - Swale Calculations
Clarence Lee Tart Memorial Park Additions & Modifications
Swale I4 L Triangular
Post -Development Drainage Area
Drainage Area
Areas
Runoff
Coeffi.
4
SF
Acres
C
Pervious
44267
1.02
0.30
Impervious
1 1699
004
0.90
Total
45966
It
0.32
Generated Flow Based On Drainage Area
C I
Qto = CIA = 0.32 1 7.96 1.06 — 2.71 ft3/s
Swale Desic
ing Formula (cfs): Q = (1.49 / n )AR^(%)VS
Q =
Capacity of Swale
n =
Manning Roughness Coeffiecent
A =
Cross -Sectional Area of Swale (SF)
R =
Hydraulic Radius based on cross-section
S =
Channel Slope
Cross -Sectional Area of Swale: A = zd^2
d — Depth of Swale — 0.70 FT A
z— side slope 6
Hydraulic Radius Based on Cross -Section: �R = zd/21(1+z^2)
1
FL: Depth of Swale — 0.50 FT R = 0.35 Z
z— side slope 6.00
Channel Slope: S = 1.00
Manning Roughness Coeffiencent: I n = 0.020
Design Capacity of Swale 10.78 > Drainage Area Flow 2.71
Liner
Tall Fescue
(Per Table 8.05a - NCDENR Erosion & Sedimentation Centel Manual)
(cfs): I V = (1.49 / n )R^(r3)Vs
Design Velocity (ft'sec) 3.67 <
Is a Temporary Liner Required?
V = 3.67
Permissible Velocity (ft/sec) 1 4.50
Prepared by Crawford Design Company
23 Swale Cale Tart Park -test - Swale 4

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Soil Map —Harnett County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
NoA
Norfolk loamy sand, 0 to 2
percent slopes
0.1
0.3%
NoB
Norfolk loamy sand, 2 to 6
percent slopes
8.8
39.4%
NuB
Norfolk -Urban land complex, 0
to 6 percent slopes
1.4
6.4%
Ra
Rains sandy loam, 0 to 2
percent slopes
12.1
54.0%
Totals for Area of Interest
22.3
100.0%
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description: Rains sandy loam, 0 to 2 percent slopes ---Harnett County, North
Carolina
Harnett County, North Carolina
Ra—Rains sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v760
Elevation: 30 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 58 percent
Rains, drained, and similar soils: 24 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Rains, Undrained
Setting
Landform: Carolina bays on marine terraces, broad interstream
divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
A - 0 to 6 inches: sandy loam
Eg - 6 to 12 inches: sandy loam
Btg - 12 to 65 inches: sandy clay loam
BCg - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.20 to 1.98 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 1 of 3

Map Unit Description: Rains sandy loam, 0 to 2 percent slopes ---Harnett County, North
Carolina
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces, broad interstream
divides on marine terraces, flats on marine terraces
Landform position (three-dimensional): Dip, talf
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: sandy loam
Eg - 6 to 12 inches: sandy loam
Btg - 12 to 65 inches: sandy clay loam
BCg - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.20 to 1.98 in/hr)
Depth to water table: About 12 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit: 10 percent
Landform: Flats on marine terraces, broad interstream divides on
marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Pantego, undrained
Percent of map unit: 8 percent
Landform: Stream terraces, flats, broad interstream divides
Landform position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Concave
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Map Unit Description: Rains sandy loam, 0 to 2 percent slopes ---Harnett County, North
Carolina
Hydric soil rating: Yes
Data Source Information
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

Map Unit Description: Norfolk loamy sand, 0 to 2 percent slopes ---Harnett County, North
Carolina
Harnett County, North Carolina
NoA—Norfolk loamy sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol: 2v75w
Elevation: 10 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on
marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 1
Hydrologic Soil Group: A
Hydric soil rating: No
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Norfolk loamy sand, 0 to 2 percent slopes ---Harnett County, North
Carolina
Minor Components
Goldsboro
Percent of map unit: 9 percent
Landform: Flats on marine terraces, broad interstream divides on
marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Wagram
Percent of map unit: 8 percent
Landform: Broad interstream divides on marine terraces, ridges on
marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Crest, talf
Down -slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Data Source Information
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Norfolk loamy sand, 2 to 6 percent slopes ---Harnett County, North
Carolina
Harnett County, North Carolina
NoB—Norfolk loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2v75y
Elevation: 30 to 450 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Norfolk and similar soils: 83 percent
Minor components: 17 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, flats on
marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 8 inches: loamy sand
E - 8 to 14 inches: loamy sand
Bt - 14 to 65 inches: sandy clay loam
BC - 65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: A
Hydric soil rating: No
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Norfolk loamy sand, 2 to 6 percent slopes ---Harnett County, North
Carolina
Minor Components
Wagram
Percent of map unit: 10 percent
Landform: Broad interstream divides on marine terraces, ridges on
marine terraces
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Riser, rise
Down -slope shape: Convex, linear
Across -slope shape: Convex
Hydric soil rating: No
Goldsboro
Percent of map unit: 7 percent
Landform: Flats on marine terraces, broad interstream divides on
marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Data Source Information
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Norfolk -Urban land complex, 0 to 6 percent slopes ---Harnett County,
North Carolina
Harnett County, North Carolina
NuB—Norfolk-Urban land complex, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: 3sg3
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Norfolk and similar soils: 60 percent
Urban land: 35 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Norfolk
Setting
Landform: Broad interstream divides on marine terraces, ridges on
marine terraces
Landform position (two-dimensional): Shoulder, summit
Landform position (three-dimensional): Crest
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 9 inches: loamy sand
E - 9 to 14 inches: loamy sand
Bt - 14 to 70 inches: sandy clay loam
C - 70 to 100 inches: sandy clay loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat):
Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: About 40 to 72 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: A
Hydric soil rating: No
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Norfolk -Urban land complex, 0 to 6 percent slopes ---Harnett County,
North Carolina
Description of Urban Land
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Data Source Information
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 15, Sep 10, 2018
USDA Natural Resources Web Soil Survey 2/6/2019
Conservation Service National Cooperative Soil Survey Page 2 of 2

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Tax =•- • a � ..:.. ' 7
Tax %at No� V-- .........
Verified by ....... ,
by.......... ...I ......... .,.
Mail after recordinn
This instrutnerat was prej
Brief description for the
7
JUL Z4 ' � 30 M ?d
FLORA .i.MILTON
REGISTER OF DEEDS
KAP NETT COUNTY.N.C.
• ": Recording Time, Book and Pt6e `
................. ............. ........... Parcel Identifier No.......,..,..........,.:.........................:....................
..».................. County on the ................ day of .....................».... ; ••«+ 14.
., ,• .t„r., p-....•� 71 • P.O.,
/t p C 71.�.r, 1,IT}u::c:
........ ........ " 7Bowen..&, ,f.:.:^,'.?.. P.Aw, .rP.O., BQX �"519.. .t.:a.114..Co.:....«
NORTH GENERAL WARRANTY DEEM
THM DEED made this ...nth ..... ..... ......... .......,......,..........., 19....7$..., by and between
GRANTOR.
u.U.
� MaylortryD. Faiser',atld a +�, ,-
Mae Fairker
7i::3:. .,,.«...:... . t.�1•. ;'lam, �' ., .. �-w•',.�•ti� ,
Enter Jn appraprlats block for eseb party: Witco6 address, and,
GRANTEE
V.L i F `01 LWLii .•:? i , r.l.!jP V ." � -, Z'*'w eh �zrrr~ A'-f7*,.tW-
. t ..
tluract of entity, a 9• corporation or partnership.
.t'
The desisa&tion Grantor and Grantee as used herein shall i ud said ar ies, their heirs, successors+ and Assigus, and
shall include singular. plural, masculine, feminine• or neuter s r Aire by ontext.
VM=SSETH, 'that the Grantor, for a valuable considerati n by a Grantee, the receipt of) ynhich is liiereby
aclmgn owledd, hss and by these presents does grant, bargain, elk and y u the Grantee in•fe6 jUiblij all that;
certain lot or parcel of land situated in the City of ........,,. n ......... vexasboro ......... ••township,
....r...... _ ,Mar'1®tt..............• County, North Carolina and more particui ly scrib d a follows: „•
Beginning at an iron•=post in the eastern of y e of State Road 1785,
South Elm Avenue, corner' with Wellons,! Inc., S 'se Acr Su division, Section 1,
Hook 646, page 29, Harnett County Registry... .
From this BEGIlMM 110M North 15 deg. 08 min 17 se
South Elm Street to an iron stake corner with C. L. Tar r,
25 nin. 47 sec. East 1289.02 feet with C. L. Tart, to
South 03 deg. 27 miry. 22 sec. West 182.78 feet to an, on
deg. 15 min. 38 eec. West 1319.83 feet to the point of
.:., .,. „ .«. t.a.rr.r..:w•w w. ... ,...7rr�.w.•a•rw-,.r, .> ....r ... ..., ,...+,.. _ .«ir •>.. �. +!.sr•.
-.• r n>' <. ., ., .. ..,• fib. .;u. .,.. - ,. „ .... . -.-. »... _=!1
—a;- ;- r••.6°.. MoT h",xe. (4 '. ,: --r N4 •..crs :.r: 'w.X:7tu is ;ao,;aitjpr. Riat ri4 un t4` .,ti s:zi K c ,n •a!
. f;':i><7-.. ,.,.--mow.;... ��w."+ ...�.�.:'+S•a`',f,�#.l: �.� �1�'rYiaaA .. �,,.:_._.._:_. �:•-'rV=
svtr.k dx�y� ti i +t7Naeti h. saa�ieatJal 2M1 9g1".x. ..`,�. Z'.:..'�..�.v v�••'a ':' w`i5,.
_ � Cs it�,�y�N�s�it{i ttry :s�t�3T ��k• Sq� yrJv�•fyPyY �+r:`.�.1 �}'��ti�tH �r, _ ?'Y 7'•w.j+.`r�, �,Cw�rkrg4e:r-
-. r' � 7 � - !'.:+ �°�.J �" �r '!.Si .7C�• S-r .,i [-- it -, r� i,'>N�:x _ 7`, �. .�`• i+'�r
Eas 515.10 feet with
• h ce south 66 deg.
e; thence
ce North 83.
b 10.29 acres,
1 • / Y 4 ! �' " ''.i ^ �r.±± F Y ; � .Y . r 1'�' ti{ 'r�' : �' ? Y + i • � : � J r i � i � .
L,� cfr f e tip ,-'t �wt E: .ti��• .l�:r` 'tidy' .'
F { ; -_ 4 1•},.: r•..' "' _ � • T. - V` . i,t i - . t S G`fs j -,, ` tF.w•tJ:..` �:: .'#:"- •: , , ti•.
,��SyS rR, ;.a•.•i Yr � }��.•'r�Y7`;'� 4 3jr U {'r (.,,. .�, ',yr r.,k i
rL r ..1r 'i {� } � d [ to � t ,a+,M ?t_4' ' . ,r' �� bb1CFJ: t*h."•��11
.+,. �'i+� ae'ia:'r'�i.•i':. i. , ��d.+S�•�T,53 _^r�{'lv �]fL.-r, �' ,.. �.1`.'.•1-,,rN:.�s,�irry„��,Gir •A�w•p,�:i••�:•'
•.I.,nl!YNRt60,.Rr.IOY.wuaa•+t..'•iV..�.�C"+sm%Y!-"..1'IC:^•'RYYt•}�'.I�'Oyq.R[WtlG19ti.�."-�:A^�Y��!':. 1^.; ':' " , :�:Y
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v.: S�ts!�V�b": e-�.�.�iS•+.^Ay„I�y,-5'
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The pro
desc
acquired by Grantor by instrument recorded in.......Z.odkJ29,_Pg--..62?......_.
G�v
,.�t �G:OD,n.�m...ea..r�tuie .d....1 IsQ.......»................................................................
A rasp showing a s:
T4 HAVE AND
thm Grantee in: tee sir
And the Grantor cod
the same in fee limp,
defend the title again
Title to the property.
trketa,
is recorded is Plat Book ...,,>......................... page... ... »............. _
or parcel of land and all privileges and appurtenances thereto belonging to F
t
e, that Grantor is seized of the premises in fee simple, has the right to convey
le and free and clear of all encumbrances, and that Grantor will warrant and
aims of all persons whomsoever except for the exceptions hereinafter stated.
as'subjectAo the following exceptions:
None
' .eJ. ,.. --.n,.l.• ..-,.4,a...au,al6„6»�tatlull-Y.-,.H..�t�. -• ._ ..... .. v, ._" ..�•..._-.. �,.,.. � -. .� ' a,
M 11rr1[MMS 71n=,Ir t1e 8rantor has Oe t•' his A er t: corporate; has caused this iastrameat to be W nod In its
by fts da11r sarieelsed sf[leers its
to be r oat 6y aethodt� of WoarA of DSreetors. the day is year first
n - -r ---,7 w
(Corporate Name)
air
P"",
e__-secretary (Corporab sea!) M
t�it�rj� x PiOltrH CAOL1Nw, lG
:t 1, a Notary Pubse of tee County and
poraanalll aPDraTrd.before mr this day and
haaA and official sta}ap or seAL this 4_ -
bx - My commission expires:
------------------------
---
---..............
(sews
tntyf-at .---_-�--_-.-�--.-----._-_-_-�- -�- --------•h� Grantor. a
t
the ecatiea of the foregoing iastrament. Witness my
-------
Notary Public
F
SEAT -STAMP NoILTB CASOLINA,-------------------------------- Con ;
1, a Notary Public' of the County and State aforesaid ce ty that ------------- -------- -------------
y personalty .axle before ma this day and acknowledged at -__ he is __________________ Secretary vt
-------- a Tina to oration, and that by authority dull'
given and as the act of the corporation, the foregoing lnstrume was ned 1 name by its -_-------
Presldent. sealed wits its Corporate seal and attested by ------ _-_ its --------------------- secretary. {
p
' ' • Witness my baud and o![LeiaL.ataLetp or seal, this .__-�19Y___._..
Dfy MMInission expires: - � '--------..___________________'__ __..._--___ �_-- _---_ Notary Public i
ifleate(d
TAe tleeegeiat Cart-------- of� _�-- S=------------" ---------------------------
and ---- -- ------ - `- - - - -- -----
WaLre certifled to be eerreei This Instrument and this certificate ate duty registered at the date and time n the ook d Pa shaven an she
first pate Aeeegi:
ZZDs rOR-------,
-Resister of Deeds
X.L. Bar Ameba. Pam 2to6•='0 I979,•Rerised I977.
•'w .i� ••l' i,. .. qr;�'`"`.."''i •:f .r e'� - r. i �.... ♦�r•iA
•
t
4

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FILED
e��K pGE ' V4 V ,
DEc Z� 2 58 Pm'is
FLORA J. MILTON
REGISTE{2 GF 0EE0S.
H;RNETT COUNTY,N.C. !
Recording Time, Hook and Page
Tax Lot No. ............. »,�:..... ,.................. Parcel Identifier No.............. ...
VeriSedby ............ ...... ........ County on the ................ day of ....................................................... 19............
by.........».,... Y ....... .... ............................................................. .................... »..»........
after recording to
This instrument was prepared by
Brief description for the Index
C......................................................
NORTH CAR I A E RAL WARRANTY DEED
THIS DEED made this 29E,Yi..... day of ..................Seca . .................., Z9..,,7 ..., by and between
GRANTOR GRANTEE
C. L. Tart, Jr. and wife, City of Dann
Mary lea B. Tart; and
Mare E. Tart Fowler, Unmarried
Suter [a spyropriste 51orlr for each perky: name. addrea+, and, if appropriate, cl of entity, , corporation or partnerahlp.
The designation Grantor and Grantee as used herein shall include sal par es, t elr eirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as require by cont
WIT'NESS=. that. the Grantor, for a valuable consideration paid the Gran a recelpt of. whlaf ,,is hereby
acknowledged, has and by these presents does grant, bargain, sell and vey a Gr tee in fee simple', all that
certain lot or parcel of land situated in the City of Dunn ....................................................... ve asbor.o..... ....... Township,
..... r.................. County, North Carolina and more particularly descri ed roll Vs:
Beginning at an iron post in the Maylon D. Parker or
page 62, Harnett County Registry, this point being dese bed s
Beginning from an iron post 3.n the eastern right o y . e
Road 1785, South Elio Avenue, corner with Wellons, 1ne., Sunr' e A e;
Section 1, Book 64.6, page 29, Harnett County Registry, runs hen e.
eastern right of way of South E1m'Street North 15 deg. 081 1 " Ea
to an iron post corner with Maylon D. Parker and C. L. Tart, et
thence South 66 deg. 251 471t East 316.33 ,feet with Parker and t
post beginning point.
From this BEGINNM POM runs thence North 15 deg. 21, 13" E
a new line to an iron post in the original. line; thence South 74 deg
836.61+ feet to an iron post, 'thence South 03 deg. 27t 2211 west 609.: ;
ok 312,
to
b vision,
e
10 et
on uing
to on
iron post; thence North 66.deg. 251 47" East 972.69 feet with Maylon 13, ray r
line to the point of Beginning, being 10.77 acres.
X.C. liar Ada. corm No. 3 0 2270. X�Eis.d i577. '
•
•
4

•
•
r
•
C
A map Aowlptthe
TO HA ND
the Grantee i ee ;
And the Gr r
the same in fe in
defend the title ag
Title to the prop
Bribed was acquired by Grantor by instrument recorded in ....................................
iroperty is recorded in Plat Book ..... ............................... page.........................
e or aid lot or parcel of land and all privileges and appurtenances thereto belonging to' -
'wi the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
le is marketable and free and clear of all encumbrances, and that Grantor will warrant and
a aim, of all persons whomsoever except for the exceptions hereinafter stated.
ave de ribed is subject to the following exceptions:
None
IN WIMISS WHL'R6or, the Gran r
eorporate rams by its duly autharised oft
elors wrJttea._N--M _^_
(Corporate Name)
1II na seat, or,3f-cZ)rporate, 1
o a1rrtxea ny f rho tr r J
---_"»_-'»__..___--- .•w.•+�¢7r..*M._ ..........
.....*_ .r�.. ar.. -------.---__•_--». .. M Yl
TiA
v' ........ -._ ------ .----- Secretary (Corporate Seal) Zn
NORTH CAROLINA- _-_-.----
,(• 1, a Notary Public of the County and S e aforesaid,
�'• _? riie� . Maly fee B._ Tart arid _--
a,
personalty appeared before me this da an ack led
in �}
hand and official stamp or seal, this _ ((.��G_. day of .
• MY eommisslon expires:.-- -zg_� -.---.
IZAL.STAMP NORTH CAROLINA- ------ ------------- ---- -
7, a Notary Public of the County and state at esai
' l5ersonany came before me this day and acknowt god
-- ------------------------------------------------ »
Liven and As the act of the corporation, the foregoing
61
• President, sealed with its corporate seal and attested by
Witness toy hand and official stamp or seal, this ».---
Myeommisslon explr": _-»»--------------_»_»_-_
to be signed in its
day and year flrat
Tart. l
Tart �awlar� iFauiiarrisd � �
..»...----».--.-.-»_»-»-----_-----
County. fit. „t
rtify that---At_.ft. s !y. =-s-mild.---»-«--
_ Tart_ Araler�_ Unma,: TT .ed�___----- Grantor,
g d the execution of the foregoing Instrument. Wldseas ray
-�^:�- ��t�Iet » Notary Pub lie
-Coun
a Is ---------------------- secretary of
- a N th Car nag oration, and that by authorItY dulY i
3 trume was at In Its name by its ------ -------- -
------ its -------- »--- »--------- Secretary.
------ -- --- ' -------------- ---------- Notary Public i
inir
The = I- nreg --- Cart-------- of "1'----_-_. �- ---- _ C� « -»--- --- --._-'----"--------
UIarc certified to be Correct. This instrument and thls certificate are duly registered at the data, and tiro and th d pale sbown on the
Mgt Page, here`of •
r:...........
REGISTER OF DEEDS FOR--»-- -».--COt3NW
By--------------------------- Register of Deeds
N.C. Isar Asses. roves Ne. 3 V 397e, Revised 1117.
-y�-;..�Y+w,r.�'? ,.i�:.~ l..e.�w..—.+'+E•-w....re-^ � .. � , .,b .2iix3�r. --: .'::T'.•'�,`+..�. -� ^.. -.. _,.-.y^rT.`�'..'".t'%"'�. <Ysa .. .'^'.^"'.