SW6200802_2020-08-18 Sheffield Sec 5 Calculations_20200825

Stormwater Calculations
For
Project:
Sheffield Farms -Section Five
Cumberland County, NC
Developer:
JSJ Development Company, LLC
`,,e++tte n err s�►
►� Fess., •.,� �i
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31459 _
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Prepared by:
ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.Q. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
P. [phone] F. [phone]
www.LKandA.com
Firm License #: C-887

TABLE OF CONTENTS
Stormwater Narrative
SC-1
Basin Calculations
Simple Method for Calculating Treatment Runoff Volume
SC-2
Time to Pear Calculations - Post -Development
SC-3
Drawdown Orifice Sizing
SC-4
Anti -flotation Sizing Calculations
SC-5
Pond Volumes
SC-6
Average Depth Calculation
SC-7
SA/DA Chart
SC-8
Pipe Sizing Calculations
APPENDIX A
Pond Routing CalCUlations
APPENDIX B
Misc. Erosion Control Calculations
APPENDIX C
Site Maps
APPENDIX D
Site Deed(s)
APPENDIX E
Soils Report
APPENDIX F

STORMWATER NARRATIVE
This project is the phase five e::pansion of an existing single-family subdivision including a 15.65 acre
parcel on Scenic Pines Drive in Cumberland County. This phase of development will create 35 new
single-family lots.
Stormwater runoff will be collected and conveyed via pipe to one of two wet detention basins. Each
phase of construction is divided to include the construction of one of the wet detention basins.
Racin 1
Drainage Area to Pond: 10.42 ac (453,839 sf)
Total Proposed Impervious Area: 4.02 ac (175,113 sf)
Impervious Area (Streets): 52,113 sf
Impervious Area (Lots)- 123,000 sf
Qio=24.47 cfs (Entering Basin)
Qio=14.51 cfs (Exiting Basin)
A stormwater access easement is provided for maintenance access to the wet detention basin.
Supplemental calculations are attached.
SC-1

Project Name:
Outlet:
LJM ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
Stormwater Wet Pond Design Criteria
P03-189 Sheffield Farms N.-Section 5
I
Calculate Runoff Coefficient
A= 10.42 acres
Ai= 4.02 acres
la= 0.39
Rv=0.05+0.9*la
Rv= 0.40
453.839 sf Watershed area
175,113 sf Impervious area
Impervious fraction
Runoff Coefficient
Calculate Runoff Volume Required to be Controlled
Rd= 1 in Design storm rainfall depth (typically 1" or 1.5")
V=3630*Rd*Rv*A
WQV= 15,024 cf Volume of runoff that must be
4.14 Ac in controlled for specified design storm
Calculate Required Pond Surface Area for Permanent Pool Elevation
SA/DA= 1.51 Based 3 Avg. Perm. Pool Depth
**See Table 10-1,10-2.10-3 for SAIDA
SA= 0.157 Ac
6,853 sf Required Surface Area @ Perm Pool
SC-2

Project Name:
Outlet:
FM ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
Time to Peak Calculations
P03-189 Sheffield Farms N.-Section 5
1
Calculate Time to Peak & Volume of Runoff
Qp
22.9 cfs
DA= 10.42 acres
Rational C= 0.4
P=
5.51 in
(10yr/24hr storm)
Cn=ab+cx^d
a= 50.82581
b + x^d
b= 1,461704
c= 165.6338
d= 1.350661
Cn=
70 x= Rational C
S=
4.32
(1000/CN)-10
Q=
2.41 in
Tp
47.69 min
Volume of Runoff (10 Year Storm)
Vol=1.39 * Qp * Tp
Vol= 91,076 cf
HVdrograph Shape
tc= 15 min
Ascending limb= 3.18
Decending limb= 5.31
SC-3

Project Name:
Outlet:
ENGINEERING. SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
Drawdown Orifice Sizing Calculations
P03-189 Sheffield Farms N.-Section 5
1
Pond Storage= 15,558 cf Water Quality Volume
Pond Depth(h)= 0.33 ft HO=H/3
Drawdown Time= 2.5 days 2-5 days
Cd= 0.6 Coefficient of Discharge (typical 0.6)
g= 32.2 ft/sec^2 Gravity
The Orifice Equation
Q= Cd A Sgrt(2 g h)
Rearrange to solve for A, the minimum orifice area needed to meet drawdown requirements
Q= 0.07 cfs Based on pond volume and desired drawdown time
A= 0.02604 sf 3.75 si
Number of Orifices= 1
Minimum diameter to meet area
d= 2.19 inch diameter orifice
Use: 2 " diameter orifice 0.0218 sf
Check Outflow time
Q= Cd A Sgrt(2 g h)
Q= 0.06 cfs
Drawdown time= 2.99 days OK
SC-4

LA ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
Anti -Flotation Sizing Calculations
Project Name: P03-189 Sheffield Farms N.-Section 5
Outlet: 1
Riser Diameter = in (circular)
Dimensions of Riser= 3 3 ft
Depth of pond = 14 ft
Required Factor of Safety = 1.4
Cross Sectional Area of Riser
Circular = 0.00 sf
Rectangular= 9 sf
Volume of Water Displaced
Depth of pond * Cross -sectional area
126 cf
Weight of Water Displaced
(assuming weight of water = 62.4 Ib/cf)
62.4 * Volume of water Displaced
7862.40 lb
Minimum Weight of Anti-Flotaton Device
FS * WoW Displaced
11007.36 lb
Riser Base Provided
E ft x 6 ft x 2.5 ft (depth)
Weight of concrete assumed 150 Ib/cf
Weight of Base Provided = 13500.00 lb
FS Provided = 1.72 OK
SC-5

CA ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. [phone]
nd Volume Calculations
Permanent Pool Volume (Main Pool Only)
ev. Contour Accum.
Stage Diff Area Incr. Vol. Vol.
(ft) (ft) (sf) (cf) (cf)
162
0.0
2,196
0
0
163
1.0
2.860
2,528
2,528
164
1.0
3,551
3,206
5,734
165
1.0
4,267
3,909
9,643
166
1.0
5,008
4,638
14,280
167
1.0
5,773
5,391
19,671
167.5
1 0.5
6,969
3,186
22,856
Forebay Only Volume
Stage
ev.
Diff
Contour
Area
Incr. Vol.
Accurn.
Vol.
(ft)
(ft)
(sf)
(cf)
(cf)
164
0.0
578
0
0
165
1.0
774
676
676
166
1.0
996
885
1,561
167
1.0
1243
1,120
2,681
167.5
0.6
1376
655
3.335
Temporary Pool Volume
ev. Contour Accum.
Stage Diff Area Incr. Vol. Vol.
(ft) (s) (c) (c )
167.5
0.0
8,395
0
0
168
0.5
1 10,141
4,634
4,634
169
1.0
1 11,707
10,924
15,558
Skimmer Basin Volume
Elev. on our Accum.
Stage Diff Area Incr. Vol. Vol.
(ft) (ft) (sf) (cf) (cf)
163
0.0
2,860
0
0
164
1.0
3.551
3.206
3,206
165
1.0
4,267
3,909
7,115
166
1.0
5,008
4,638
11,752
167
1.0
5,773
5,391
17,143
167.5
0.5
8,395
3,542
20,685
168
0.5
1 10,141
4,634
25,319
169
5.0
11,707
54,620
57,826
170
5.0
13,328
62,588
69,702
170.5
4.5
14,160
61,848
73,600
Perm Pool Elev.
15%
-T6,V2T cf
Perm Pool Elev.
Temp Pool Elev.
SC-6

��l
NGINEERING �.SUIRV;EYYING - DESIGNING - DRAFTING
Kinssociates, R.L.S., P.A.
P483-4300wvvw.LKandA.com F. [phone]
Sheffield Farms Section 5
Pond Volumes
Average Depth Equation 2
VPP= 14,280 cf
SA= 5,008
Davg= 2.85 ft
Equation 2. A verage depth when the shelf is not submerged or
the shelf is being included in the average depth calculation
VPP
D SA
I
Where: DaV = Average depth (feet)
VPP = Main pool volume at permanent pool elevation (feet3)
SA = Main pool area at permanent pool elevation (feet)
Average Depth Equation 3
VPP= 22,856 cf
VShelf= 294.75 cf
ABottom of Shelf= 5.773 sf
Davg= 3.91 ft
Amax over Shelf= 0.5 ft
Pperm Pool= 393 ft
Wsubmerged part of s,• lf^ 3 ft
VShelf= 294.75 cf
Equation 3. Average depth when the shelf is partially or fully submerged and
the shelf is being excluded from the average depth calculation
VPP— V shelf
Davg =
Abottom of shell
Where:
D., =
Average depth (feet)
VPP =
Main pool volume at permanent pool elevation (feet3)
Vahalf =
Volume over the shelf only (feet3) — see below
Abof om of "f =
Area of main pool at the bottom of the shelf (feetz)
Vsl,elf=
0.5*Depthmaxov.rshalf*Perimeterpermpool *Widthsubmorgedpartofshalf
Where:
Depthm. owsheit
= Depth of water at the deep side of the shelf as
measured from the permanent pool (feet)
Perimeterpa,m pool
= Perimeter of main pool at the bottom of the
shelf (feet)
Widtha,bmerged Part of shelf = Width from the deep side to the dry side of the
shelf as measured at permanent pool (feet)
SC-7

Sheffield Farms Section 5
Percent
Impervious Cover
Table 10-3: Pled mont/Mou ntains 90%
Permanent Pool Avera a Depth (ft)
3.0
4.0
5.0
6.0
7.0
>8
10%
0.51
0.43
0.37
0.30
0.27
0.25
20%
0.84
0.69
0.61
0.51
0.44
0.40
30%
1.17
0.94
0.84
0.72
0.61
0.56
40%
1.51
1.24
1.09
0.91
0.78
0.71
50%
1.79
1.51
1.31
1.13
0.95
0.87
60%
2.09
1.77
1.49
1.31
1.12
1.03
70%
2.51
2.09
1.80
1.56
1.34
1.17
80%
2.92
2.41
2.07
1.82
1.62
1.40
90%
3.25
2.64
2.31
2.04
1.84
1.59
100%
3.55
2.79
2.52
2.34
2.04
1.75
SC-8

Appendix C

User Input Data
Calculated Value
Reference Data
Designed By: JAN, PE Date: 8/1/2020
Checked By: Date:
Company: Larry King & Assoc.
Project Name: Sheffield Farms -Section 5
Project No.: ,
Site Location (City/Town) Hope Mills, NC
Culvert Id. FES-1
Total Drainage Area (acres) 10.4
Step 1. Deterrlline the taihrater depth froiu channel characteristics below the
pipe outlet for the design capacivy of the pipe. If the t.ulwarer depth is less
than half the outlet pipe diartieter. it is classified minimum tail%vtiter condition_
if it is greater than half the pipe dianletet, it is classified maxulltun condition.
Pipes that outlet onto xvide flat areas -%ti-irh no defined cluantlel are assumed
to have a unsurntun tailwatei condition unless reliable flood stage elevation%
shook othent-ise.
Outlet pipe diameter, Do (in.)
Tailwater depth (in.)
Minimum/Maximum tailwater?
Discharge (cfs)
Velocity (ft./s)
30
0
Min TW (Fig. 8.06a)
29
5.5
Step *. Based on the tail« ater conditions determined in step 1. enter Figure
8.06a or Figure 8.06b. and determine d,{, riprap size and niinimurn apron length
(L.). -111e d, size is the median stone sue ui a Nvell-graded riprap apron.
Step 3. Determine apron width at the pipe outlet. the apron shape. an i the
- width at the outlet end from the saute figure used in Step
Minimum TW
Figure 8.06a
Riprap d50, (ft.)
0.5
Maximum TW
Figure 8.06b

Minimum apron length, La (ft.) 18
Apron width at pipe outlet (ft.) 7-5 7.5
Apron shape
Apron width at outlet end (ft.) 20.5 2.5
Step 4. Detemune the nnaxlinunn stone dianietei-
drrar = 1 5 x d50
Minimum TW
Max Stone Diameter, dmax (ft.) 0.75
Step 5. Determine the apron thiclaiess-
Apron Thickness(ft. )
Apron thickness = 1 5 x d
Minimum TW
1.125
Maximum TW
0
Maximum TW
0
Step 6. Fit the riprap apron to the site by niaking it level for the nunimuni
length L,. from Figure 8 06a or Figure S 06b Extend the apron farther
do,amstream and along chaimel banks until stability- is assured Deep the
apron as stralght as possible and align it with the flow of the receiving stre.uu
Make any necessary aliuiiiuent bends near the pipe outlet so that the entrance
into the receivuig strew n is straight
Some locations uiay require lining of the entire chmiel cross section to assure
stability.
It may- be necessary' to increase the sue of riprap where protection of the
channel side slopes is Necessary' (.�vpTJ6ndn aS.05) inhere overfalls exist at
pipe outlets or flotiw's are excessive a plunge pool Should be considered. see
page 8.06 cS

User Input Data
Calculated Value
Reference Data
Designed By: JAN, PE Date: 8/7/2020
Checked By: Date:
Company: Larry King & Assoc.
Project Name: Sheffield Farms -Section 5
Project No.:
Site Location (City/Town) Hope Mills, NC
Culvert Id. FES-1
Total Drainage Area (acres) 10.4
Step 1. Determine the tailwater depth from chaimel characteristics below the
pipe outlet for the deli ii capacity of the pipe If the t ulwater depth is ies,
than half the outlet pipe dranieter, it is classified mHun im tailwater condition.
If it is greater than half the pipe ch uneter. it is classified niaxxiiAmu condition_
Pipes that outlet onto Nvide flat areas ts-ith no defined channel are assumed
to have a mmimum taih`•arei condition unless reliable flood stage elevations
show otherwise
Outlet pipe diameter, Do (in.)
Tailwater depth (in.)
Minimum/Maximum tailwater?
Discharge (cfs)
Velocity (ft./s)
12
0
Min TW (Fig. 8.06a)
15
2.2
Step 2. Based on the taihtiater conditions deternmied in -.tep 1 enter Figure
8.06a or Figure 8 06b and determine d,� riprap size grid niinimuni apron length
(LA). The d, size is the median stone size in a well -graded riprap apron.
:Step 3. Determine api ou width at ilie pipe outlet, the apron shape. and the
apron width at the outlet end from the same fig -are used m Step _'_
1 1�
Figure 8.06a
Riprap d50, (ft.) 0.2
Maximum TW
Figure 8.06b

Minimum apron length, La (ft.) 6
Apron width at pipe outlet (ft.) 3 3
Apron shape
Apron width at outlet end (ft.) 7 1
step 4. Deternune the niaxiniuiii stone diameter
drr'31 = 1 5 x duo
Minimum TW
Max Stone Diameter, dmax (ft.) 0.3
Step 5. Deternune the apron thickness
Apron Thickness(ft.)
Apron thickness = 1 5 x d
Minimum TW
0.45
Maximum TW
0
Maximum TW
0
Step 6. Fit the riprap apron to the site by inaking it level for the nunnnini
length L, from Figure 8 06a or Figure 8 06b Extend the apron farther
dotanstreaui and along channel banks until stability is assured Keep the
apron as 5rraig
Mllht as possible mid align it with the floxv of the receiving stremu-
ake wiv necessan- ali¢innent bends near the pipe outlet so that the entrap e
into the receii ing stremn is straight
",'onie location; inay require lining of the entire chiiiinel cross section to assure
stability
It niay be necessary to increase the size of riprap where protection of the
chaimel side slopes is necessu}• (.4ppei;dil S.0) Where overfalls e:tist at
pipe outlets or flows are excessive a plunge pool should be considered see
page 8.06.8.

Figure 8.06a: Design of outlet protection from a round pipe flowing full, minimum
tailwater condition (Tw<0.5 diameter)
3
Outlet T-- W a Do + La
pipe I
diameter (Do)
I -La
MDo
1011 60�V
�".
Ve",
... ......... .
0
Inc
80
0
3 5 10 20 so 100 200 500 IODO
Discharge (0/sec)
Curves may not be extrapolated.
Figure 8.136a Design of oullat protection protection from a round pipe flowing full, minimum tailwaler condition (Tw -c 0.5 diameter),
Rev. I:IJ93 8.06.3

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Appendix E

SOSID: 0701321
Date Filed: 6/16/2020 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
LIMITED LIABILITY PARTNERSHIP ANNU CA2016 105 11755
3
NAME OF LIMITED LIABILITY PARTNERSMF GRRF LLP
SECRETARY OF STATE 10 N UMBER. 0701321 SPATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END
SECTION A: RjWj= AGIM IMMATION4 �Chttng8s
1. NAME OF REWTERED AGENT: Charles Gore
2, SIGNATURE OF THE NEW REGISTERED AGENT;
SlfWWRE CONSTnVMB CDNBWT07NF APP41NTWEN't
& REGISTERED AGENT OFFICE STREET ADDRESS & COUWff 4. REGISTERED AGENT OFFICE MAIUNG ADDRESS
5135 Morgant6ti 96ad - _'P'Q 66i-A-1. 35
Fayetteville, NC 28314 Cumberland Faetteyille, NC 28303 Cumberland ..
swnaN a: PR1t3CjPAL MR IKFOEM6jL0N
1. DESCRIPTION OF MATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONt? NtfAA13E11: 91❑ 864-4073 3. PRINCIPAL OFFICE EMAIL:
��^.
4. PRINCIPAL OFFICE STREET ADDRESS S. PRINCIPAL OFFICE MAILING ADDRESS �
5135 Morganton Road 5135 Morganton Road
Fatettevitle, NC 28314 Cumberland Fayetteville, NC 28314 Cumberland
$. Select one of the (allowing if applicable. (Optional see Instructions)
❑ The company Is a veteran -awned small business
0 The rampany Is a service -disabled veteran -owned small business
SECTION C: LERMFIMM OF ANNUAL REP Section C must be completed in lie entirely by a personlbuslness entity.
LA a
• SONATURE T•
Form mustbesignW bye Genera{ Pa&ff
Prfrsioi�eN�a�ettalai Patlner' Tii'L$
GUNN rMAW"rWoVWWMTMft6Q MWnueoMoflM
tAA9.'fOt Secretary of Slate. SWIM" Regtaoattao OM11eu, Past GMW Box 209::t>, fie1610 . NO 91696 =5

C A202020200721
SOS] D: 1362182
Date Filed: 7/20/2020 11:59.00 PM
Elaine F. Marshall
LIMITED LIABILITY COMPANY ANNUAL North Carolina Secretary of State
,o,zat�
017 CA2020 202 00721
NAME OF LIMITED LIABILITY COMPANY. JSJ DEVELOPMENT COMPANY, LLC
SECRETARY OF STATE ID NUMBER: 11R91R9
REPORT FOR THE CALENDAR YEAR: 2020
SECTION A: REGISTERED AGENT'S INFORMATION
Filing Office Use my
STATE OF FORMATION NC
0 It 0
N:V4 Changes
1. NAME OF REGISTERED AGENT: Igqnn S .Inhncznn
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS 8, COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
1135 Robeson Street
1135 Robeson Street
Fayetteville, NC 28305-5527 Cumberland Fayetteville, NC 28305-5527 Cumberland
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: single family land development
2. PRINCIPAL OFFICE PHONE NUMFIER: [phone] 3. PRINCIPAL OFFICE EMAIL Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
1135 Robeson Street 1135 Robeson Street
Fayetteville, NC 28305-5527 Cumberland Fayetteville, NC 28305-5527 Cumberland
6. Select one of the following if applicable. �Iopti❑nal see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Jason S. Johnson NAME:
TITLE: Managing Member TITLE:
ADDRESS.
1135 Robeson Street
ADDRESS:
NAME:
TITLE:
ADDRESS:
Fayetteville, NC 28305 Cumberland
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in is entirety by a person/business entity.
j(\03
IGNATURE DATE
Form must be signedify a COMPAY Official listed under Section C of This form.
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29625, Raleigh, NC 27626-0525

6373
0685
10492
cumz aD COUNTY NC 12/12/2003
19 310bQ.a4
wore OF
Tj�Np Real Estate
� Excise Tax
BK63I3P6685
RECEIVED
12--15-2003 PM 2:57:42
J. I...FI-- WARREN JR..
RE:GIf.IFI=: OF DEEDS
CUMBERLAND CO., N.C.
':NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:
Parcel Identifier No. Verified by County on the _ day of 20
By:
MailBoxto: Anderson & Strickland. P.A.. 210 E. Russell Street, Ste. 104
This instrument was prepared by: Anderson & Strickland. P.A. Fayetteville, NC 28301
Brief description for the Index:
THIS DEED made this 12th day of December ,2003,byand between
GRANTOR
James B. Ingram,*.jr. Executor Under The Will
of Diana Rhodes Ingram, Grantor
GRANTEE
GRRF, LLP
..a.=North Carolina
Limited Liability Partnership
Mailing Address:
330 Collinwood Drive
Fayetteville, NC 28303
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 P:i-1 1i.s, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETEL 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, narpnm., sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of_ _ Township, _ Cumberland County,
North Carolina and more particularly described as follows:
See Attatched Areas A. B and C incorpo,-yted herein h.: reference
Also See Attatched Exhibit D
For Reference See Estate of Diana Rhodes Ingram, File# DOE, 170, Robeson County,
North Carolina
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 © 1976, Revised © 1977, 2002 + James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com

6373
0686
-686
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances th��f&to�efongtttg tolthe 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, other than the following exceptions:
By:,
By:
By
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the;�I*"
nd year first above written.
(,NJX�SEAL)
(Entity Name) mes B. Ingram,Jr.
:- Executor Under The Will Of Diana Rhodes
z Ingram. Grantor (SEAL)
Title:
Title:
Title:
0
x
.a
m
rn —
P
_(SEAL)
(SEAL)
a State of North Carolina - County of Cumberland
z
o I,theundersigned Notary Public ofthe dg o d,certifythat James B. Ingram,
NQ x Executor der The W i l l oFi�`I tea A personally appeared before me this day and
f* acknowledged the due execution of a regoing msEmnent for the purposes therein expressed. Witness my
hand and Notarial stamp or seal this 1VXK.15th day of December 2003
November 7, 2005
�G. w My Commission Expires:
Notary Public
State of North Carolina - County of
y I, the undersigned Notary Public of the County and State aforesaid, certify that
a personally came before me this day and
z
O acknowledged that he is the of
a North Carolina or _ corporation/limited liability company/general patYttership/litrutod
partnership (strike through the inapplicable), and that by authority duly given and as the act of each entity,
he signed the forgoing instrument in its name on its behalf as its act and deed. Witness my hand and
Notarial stamp or seal this day of 120.
w
My Commission Expires:
Notary Public
J State of North Carolina - County of _
z
I, the undersigned Notary Public ofthe County and State aforesaid, certify that
The foregoing Certificate�4 of—
ioa�e 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
hef. /f CUMBERLAND COUNTY,
/! ^ J. LEE WARREbj, JR. REGISTER OF DEEDS FOR
n i it Deputy/Register of Deeds
www.jamesWilliams.com

6373
0687
9X6313PG681
LEGAL DESCRIPTION
MUSCAT ROAD PROPERTY
AREA "A
LYING in Rockfish Township, near Fayetteville, Cumberland County, North Carolina this
subject parcel being bounded on the east by property conveyed to Mary C. Ray as described and
recorded in Deed Book 658, Page 28, Cumberland County Registry; bounded on the south by the
northwestern margin of SR 1119 - Muscat Road (having a 60 feet wide right of way); bounded on
the southwest by property conveyed to J.B. Ingram as described and recorded Deed Book 663,
Page 204 of which this is a part; bounded on the northwest by the southeastern margin of SCL
Railroad;
COMMENCING from a concrete monument in the eastern boundary line of said Ingram
property and the northwestern boundary line of said Ray property, said monument lying South 00
degrees 47 minutes 30 seconds West 50.61 feet from an iron pipe in said margin of Muscat Road,
thence North 00 degrees 47 minutes 30 seconds East for a distance of 126.38 feet through and
past the aforementioned iron pipe to an iron pipe in the northern margin of said Muscat Road,
said point being in the eastern boundary line of said Ingram property and the northwestern
boundary line of said Ray property, said iron pipe also being the point and place of
BEGINNING;
THENCE and with said margin of Muscat Road, along a curve to the left having a radius of
1178.00 feet and an arc length of 646.05 feet, being subtended by a chord of South 38 degrees 34
minutes 21 seconds West for a distance of 637.98 feet to an iron rebar in said margin of Muscat
Road;
THENCE leaving said margin of Muscat Road and running with the western boundary of
wetlands, as delineated in November of 2003, the following bearings and distances:
THENCE North 67 degrees 23 minutes 40 seconds West for a distance of 27.56 feet
THENCE South 73 degrees 52 minutes 09 seconds West for a distance of 48.07 feet
THENCE South 62 degrees 46 minutes 00 seconds West for a distance of 27.31 feet
THENCE South 55 degrees 21 minutes 39 seconds West for a distance of 22.96 feet
THENCE South 62 degrees 59 minutes 23 seconds West for a distance of 20.58 feet
THENCE South 34 degrees 10 minutes 31 seconds West for a distance of 28.72 feet
THENCE South 85 degrees 36 minutes 11 seconds West for a distance of 37.29 feet
THENCE South 68 degrees 25 minutes 19 seconds West for a distance of 30.66 feet
THENCE South 68 degrees 06 minutes 13 seconds West for a distance of 8.36 feet
THENCE South 87 degrees 12 minutes 48 seconds West for a distance of 66.26 feet
THENCE North 82 degrees 07 minutes 07 seconds West for a distance of 37.67 feet
THENCE North 12 degrees 25 minutes 12 seconds West for a distance of 21.07 feet
THENCE North 10 degrees 41 minutes 48 seconds East for a distance of 9.80 feet
THENCE North 78 degrees 13 minutes 34 seconds East for a distance of 27.10 feet
THENCE North 82 degrees 47 minutes 54 seconds East for a distance of 45.23 feet
THENCE North 60 degrees 04 minutes 28 seconds East for a distance of 34.40 feet
THENCE North 45 degrees 15 minutes 01 seconds East for a distance of 63.49 feet
THENCE North 30 degrees 07 minutes 34 seconds East for a distance of 53.10 feet
THENCE North 16 degrees 59 minutes 44 seconds East for a distance of 24.81 feet
THENCE North 13 degrees 22 minutes 24 seconds East for a distance of 32.26 feet
THENCE North 12 degrees 01 minutes 49 seconds West for a distance of 77.12 feet
THENCE North 43 degrees 30 minutes 31 seconds West for a distance of 74.02 feet
THENCE North 48 degrees 32 minutes 10 seconds West for a distance of 48.33 feet
THENCE North 06 degrees 44 minutes 42 seconds West for a distance of 49.63 feet
THENCE North 00 degrees 47 minutes 52 seconds East for a distance of 53.28 feet
THENCE North 03 degrees 09 minutes 12 seconds East for a distance of 57.79 feet

6373
0688
8K6373°G688
THENCE North 05 degrees 51 minutes 52 seconds West for a distance of 30.46 feet
THENCE North 42 degrees 42 minutes 08 seconds West for a distance of 56.69 feet
THENCE North 28 degrees 13 minutes 29 seconds West for a distance of 61.45 feet
THENCE North 12 degrees 55 minutes 31 seconds West for a distance of 47.96 feet
THENCE North 00 degrees 15 minutes 48 seconds West for a distance of 60.29 feet
THENCE North 15 degrees 09 minutes 30 seconds East for a distance of 33.44 feet
THENCE North 44 degrees 09 minutes 05 seconds West for a distance of 26.10 feet
THENCE North 48 degrees 05 minutes 54 seconds West for a distance of 78.63 feet
THENCE North 55 degrees 40 minutes 32 seconds West for a distance of 67.69 feet
THENCE North 60 degrees 41 minutes 51 seconds West for a distance of 74.32 feet
THENCE North 56 degrees 08 minutes 19 seconds West for a distance of 58.12 feet
THENCE North 83 degrees 55 minutes 33 seconds West for a distance of 7.33 feet
THENCE South 89 degrees 32 minutes 54 seconds West for a distance of 28.87 feet
THENCE South 07 degrees 09 minutes 42 seconds East for a distance of 27.39 feet
THENCE South 61 degrees 36 minutes 17 seconds West for a distance of 26.51 feet
THENCE North 56 degrees 33 minutes 50 seconds West for a distance of 59.05 feet
THENCE North 72 degrees 07 minutes 15 seconds West for a distance of 64.24 feet
THENCE South 63 degrees 48 minutes 01 seconds West for a distance of 62.83 feet
THENCE South 29 degrees 06 minutes 02 seconds West for a distance of 63.93 feet
THENCE South 26 degrees 26 minutes 23 seconds West for a distance of 47.43 feet
THENCE South 47 degrees 57 minutes 26 seconds West for a distance of 71.02 feet
THENCE South 47 degrees 10 minutes 42 seconds West for a distance of 55.31 feet
THENCE South 38 degrees 02 minutes 14 seconds West for a distance of 58.58 feet
THENCE South 51 degrees 53 minutes 05 seconds West for a distance of 71.15 feet
THENCE South 70 degrees 28 minutes 14 seconds West for a distance of 63.33 feet
THENCE South 53 degrees 00 minutes 18 seconds West for a distance of 33.00 feet
THENCE South 56 degrees 36 minutes 07 seconds West for a distance of 26.55 feet
THENCE South 30 degrees 16 minutes 11 seconds West for a distance of 33.10 feet
THENCE South 32 degrees 30 minutes 28 seconds West for a distance of 43.42 feet
THENCE North 00 degrees 13 minutes 21 seconds West for a distance of 24.12 feet
THENCE North 61 degrees 09 minutes 38 seconds West for a distance of 2 1. 18 feet
THENCE North 59 degrees 35 minutes 35 seconds West for a distance of 22.80 feet
THENCE North 66 degrees 56 minutes 16 seconds West for a distance of 8.94 feet to a point
in the northern boundary line of said Ingram property and in the southern margin of said Railroad
property;
THENCE and with said northwestern boundary line of said Ingram property and the
southeastern margin of said Railroad property North 38 degrees 05 minutes 01 seconds East for a
distance of 1018.48 feet to an iron pipe,
THENCE and continuing with said Ingram and Railroad lines, along a curve to the right
having a radius of 2060.00 feet and an are length of 773.15 feet, being subtended by a chord of
North 48 degrees 50 minutes 08 seconds East for a distance of 768.62 feet with said northwestern
line to an iron rebar;
THENCE North 59 degrees 35 minutes 15 seconds East for a distance of 502.29 feet with said
northwestern line to an iron rebar, said iron pipe being the northern boundary comer of said Ray
property;
THENCE South 00 degrees 47 minutes 30 seconds West for a distance of 1596.02 feet with
the eastern boundary line of the tract of which this is a part and the western boundary line of said
Ray property to an iron rebar in said margin of Muscat Road, said iron rebar being the point and
place of BEGINNING;
Together with and subject to covenants, easements, and restrictions of record.

6373
0689
63130,G689
Said property contains 34.582 acres more or less.
This description prepared by Larry King & Associates, R.L.S., P.A. on this 41' day of
December, 2003 under the supervision of W. Larry King, a Professional Land Surveyor.

6373
0690
3X63l3PG690
LEGAL DESCRIPTION
IMUSCAT ROAD PROPERTY
AREA "B"
LYING in Rockfish Township, near Fayetteville, Cumberland County, North Carolina this
subject property being bounded on the northwest by the southeastern margin of Muscat Road SR
1119 (having a 60 feet wide right of way); bounded on the southeast by property conveyed to
Mary C. Ray as described and recorded in Deed Book 658, Page 28, Cumberland County
Registry, by Arlington Plantation, Section 7, Part A as described and recorded in Plat Book 90,
Page 18, Cumberland County Registry, and by property conveyed to Maxey Gary Dove as
described and recorded in Deed Book 4209, Page 347, Cumberland County Registry; bounded on
the southwest by property conveyed to Union Baptist Association, as described and recorded in
Deed Book 4645, Page 134, Cumberland County Registry;and by property conveyed to Oscar W.
Davis and wife Fannie Mae Davis as described and recorded in Deed Book 2226, Page 237,
Cumberland County Registry; this subject tract being a portion of property conveyed to J.B.
Ingram as described in Deed Book 663, Page 204, Cumberland County Registry.
BEGINNING at a concrete monument in the eastern boundary line of said Ingram property
and the northwestern boundary line of said Ray property, said monument lying South 00 degrees
47 minutes 30 seconds west from an iron pipe in said margin of Muscat Road, thence South 14
degrees 25 minutes 33 seconds West for a distance of 464.74 feet with the western boundary line
of said Ray property and the eastern boundary line of said Ingram property to a concrete
monument;
THENCE South 02 degrees 08 minutes 58 seconds East for a distance of 710.19 feet
continuing with the eastern boundary line of the tract of which this is a part and the western
boundary line of said Ray property, to a concrete monument in the northern boundary line of said
Arlington Plantation subdivision;
THENCE South 77 degrees 58 minutes 47 seconds West for a distance of 245.04 feet with the
northern line of said Arlington Plantation subdivision and the northern line of said Dove property
to an iron rebar, said rebar being the northwestern boundary corner of said Dove property;
THENCE South 13 degrees 17 minutes 17 seconds East for a distance of 1006.67 feet with
the eastern boundary line of the tract of which this is a part and the western boundary line of said
Dove property, to a concrete monument, said monument being an eastern boundary corner of said
Union Baptist Association property;
THENCE North 83 degrees 59 minutes 18 seconds West for a distance of 780.73 feet with the
northeastern boundary line of the Union Baptist property and the southwestern boundary line of
the tract of which this is a part to an iron pipe, said iron pipe being the easternmost boundary
comer of said Davis property;
THENCE North 81 degrees 46 minutes 03 seconds West for a distance of 218.46 feet with the
northeastern boundary line of said Davis property and continuing with the southern boundary
line of the tract of which his is a part, to an iron pipe in the southeastern margin of said Muscat
Road;
THENCE and with said margin of Muscat Road the following bearings and distances:
THENCE North 32 degrees 32 minutes 10 seconds East for a distance of 216.28 feet to a
point;
THENCE along a curve to the left having a radius of 2406.00 feet and an arc length of 442.91
feet, being subtended by a chord of North 26 degrees 58 minutes 04 seconds East for a distance
of 442.29 feet to a point;
THENCE North 21 degrees 41 minutes 39 seconds East for a distance of 508.27 feet to a
point;
THENCE North 21 degrees 07 minutes 36 seconds East for a distance of 679.44 feet to a
point;

6373
0691
BK6373PG69
THENCE along a curve to the right having a radius of 1118.00 feet and an arc length of
567.15 feet, being subtended by a chord of North 37 degrees 26 minutes 24 seconds East for a
distance of 561.09 feet to a point;
THENCE South 00 degrees 47 minutes 30 seconds West for a distance of 50.61 feet leaving
said margin of Muscat Road and with the southeastern boundary line of the tract of which this is
a part and the eastern boundary line of said Ray property, to a concrete monument, said
monument being the point and place of BEGINNING;
Together with and subject to covenants, easements, and restrictions of record.
Said property contains 22.610 acres more or less.
This description prepared by Larry King & Associates, R.L.S., P.A. on this 411, day of
December, 2003 under the supervision of W. Larry King, a Professional Land Surveyor.

6373
0692
BK6313PG692
LEGAL DESCRIPTION
MUSCAT ROAD PROPERTY
AREA "C"
LYING in Rockfish Township, near Fayetteville, Cumberland County, North Carolina this
subject parcel being bounded on the southwest by property conveyed to Willy A. Denning and
wife Frances L. Denning as described and recorded in Deed Book 3099, Page 615, Cumberland
County Registry and by property conveyed to Shirley B. Sansbury and Cheryl Lynne Garris as
described and recorded in Deed Book 4985, Page 557, Cumberland County Registry; bounded on
the southeast by the northwestern margin of SR 1119 - Muscat Road (having a 60 feet wide right
of way); bounded on the northeast by property conveyed to J.B. Ingram as described and
recorded Deed Book 663, Page 204 of which this is a part; bounded on the northwest by the
southeastern margin of SCL Railroad;
COMMENCING from a concrete monument in the eastern boundary line of said Ingram
property and the northwestern boundary line of property conveyed to Mary C. Ray as described
and recorded in Deed Book 658, Page 28, Cumberland County Registry, said monument lying
South 00 degrees 47 minutes 30 seconds West 50.61 feet from an iron pipe in said margin of
Muscat Road, thence North 00 degrees 47 minutes 30 seconds East for a distance of 126.38 feet
through and past the aforementioned iron pipe to an iron pipe in the northern margin of said
Muscat Road, said point being in the eastern boundary line of said Ingram property and the
northwestern boundary line of said Ray property, thence and with said margin of Muscat Road,
along a curve to the left having a radius of 1178.00 feet and an arc length of 646.05 feet, being
subtended by a chord of South 38 degrees 34 minutes 21 seconds West for a distance of 637.98
feet to an iron rebar in said margin of Muscat Road to a point, said point lying in said margin of
Muscat Road and being the point and place of BEGINNING;
THENCE and with said margin of Muscat Road the following bearings and distances:
THENCE South 21 degrees 07 minutes 36 seconds West for a distance of 680.06 feet to a
point;
THENCE South 21 degrees 41 minutes 39 seconds West for a distance of 507.97 feet to a
point;
THENCE along a curve to the right having a radius of 2346.00 feet and an are length of
431.87 feet, being subtended by a chord of South 26 degrees 58 minutes 04 seconds West I r a
distance of 431.26 feet to a point;
THENCE South 32 degrees 24 minutes 02 seconds West for a distance of 243.12 feet to an
iron pipe, said iron pipe being the easternmost property corner of said Denning property;
THENCE leaving said margin of Muscat Road, North 81 degrees 47 minutes 23 seconds West
for a distance of 541.03 feet with the southwestem boundary line of the tract of which this is a
part to a concrete monument in the northeastern boundary line of said Sansbury property;
THENCE North 46 degrees 48 minutes 20 seconds West for a distance of 1273.87 feet with
said Sansbury line to an iron pipe in said margin of the Railroad property;
THENCE North 38 degrees 05 minutes 01 seconds East for a distance of 1625.68 feet with
the margin of the Railroad property and the northwestern boundary line of the tract of which this
is a part, to a point in the western margin of wetlands delineated in November, 2003;
THENCE and with said wetland margin the following bearings and distances:
THENCE South 66 degrees 56 minutes 16 seconds East for a distance of 8.94 feet
THENCE South 59 degrees 35 minutes 35 seconds East for a distance of 22.80 feet
THENCE South 61 degrees 09 minutes 38 seconds East for a distance of 21.18 feet
THENCE South 00 degrees 13 minutes 21 seconds East for a distance of 24.t2 feet
THENCE North 32 degrees 30 minutes 28 seconds East for a distance of 43.42 feet
THENCE North 30 degrees 16 minutes 11 seconds East for a distance of 33.10 feet
THENCE North 56 degrees 36 minutes 07 seconds East for a distance of 26.55 feet

6373
0693 BK6373pG693
THENCE North 53 degrees 00 minutes 18 seconds East for a distance of 33.00 feet
THENCE North 70 degrees 28 minutes 14 seconds East for a distance of 63.33 feet
THENCE North 51 degrees 53 minutes 05 seconds East for a distance of 71.15 feet
THENCE North 38 degrees 02 minutes 14 seconds East for a distance of 58,58 feet
THENCE North 47 degrees 10 minutes 42 seconds East for a distance of 55.31 feet
THENCE North 47 degrees 57 minutes 26 seconds East for a distance of 71.02 feet
THENCE North 26 degrees 26 minutes 23 seconds East for a distance of 47.43 feet
THENCE North 29 degrees 06 minutes 02 seconds East for a distance of 63.93 feet
THENCE North 63 degrees 48 minutes 01 seconds East for a distance of 62.83 feet
THENCE South 72 degrees 07 minutes 15 seconds East for a distance of 64.24 feet
THENCE South 56 degrees 33 minutes 50 seconds East for a distance of 59.05 feet
THENCE North 61 degrees 36 minutes 17 seconds East for a distance of 26.51 feet
THENCE North 07 degrees 09 minutes 42 seconds West for a distance of 27.39 feet
THENCE North 89 degrees 32 minutes 54 seconds East for a distance of 28.87 feet
THENCE South 83 degrees 55 minutes 33 seconds East for a distance of 7.33 feet
THENCE South 56 degrees 08 minutes 19 seconds East for a distance of 58.12 feet
THENCE South 60 degrees 41 minutes 51 seconds East for a distance of 74.32 feet
THENCE South 55 degrees 40 minutes 32 seconds East for a distance of 67.69 feet
THENCE South 48 degrees 05 minutes 54 seconds East for a distance of 78.63 feet
THENCE South 44 degrees 09 minutes 05 seconds East for a distance of 26.10 feet
THENCE South 15 degrees 09 minutes 30 seconds West for a distance of 33.44 feet
THENCE South 00 degrees 15 minutes 48 seconds East for a distance of 60.29 feet
THENCE South 12 degrees 55 minutes 31 seconds East for a distance of 47.96 feet
THENCE South 28 degrees 13 minutes 29 seconds East for a distance of 61.45 feet
THENCE South 42 degrees 42 minutes 08 seconds East for a distance of 56.69 feet
THENCE South 05 degrees 51 minutes 52 seconds East for a distance of 30.46 feet
THENCE South 03 degrees 09 minutes 12 seconds West for a distance of 57.79 feet
THENCE South 00 degrees 47 minutes 52 seconds West for a distance of 53.28 feet
THENCE South 06 degrees 44 minutes 42 seconds East for a distance of 49.63 feet
THENCE South 48 degrees 32 minutes 10 seconds East for a distance of 48.33 feet
THENCE South 43 degrees 30 minutes 31 seconds East for a distance of 74.02 feet
THENCE South 12 degrees 01 minutes 49 seconds East for a distance of 77.12 feet
THENCE South 13 degrees 22 minutes 24 seconds West for a distance of 32.26 feet
THENCE South 16 degrees 59 minutes 44 seconds West for a distance of 24.81 feet
THENCE South 30 degrees 07 minutes 34 seconds West for a distance of 53.10 feet
THENCE South 45 degrees 15 minutes 01 seconds West for a distance of 63.49 feet
THENCE South 60 degrees 04 minutes 28 seconds West for a distance of 34.40 feet
THENCE South 82 degrees 47 minutes 54 seconds West for a distance of 45.23 feet
THENCE South 78 degrees 13 minutes 34 seconds West for a distance of 27.10 feet
THENCE South 10 degrees 41 minutes 48 seconds West for a distance of 9.80 feet
THENCE South 12 degrees 25 minutes 12 seconds East for a distance of 21.07 feet
THENCE South 82 degrees 07 minutes 07 seconds East for a distance of 37.67 feet
THENCE North 87 degrees 12 minutes 48 seconds East for a distance of 66.26 feet
THENCE North 68 degrees 06 minutes 13 seconds East for a distance of 8.36 feet
THENCE North 68 degrees 25 minutes 19 seconds East for a distance of 30.66 feet
THENCE North 85 degrees 36 minutes 11 seconds East for a distance of 37.29 feet
THENCE North 34 degrees 10 minutes 31 seconds East for a distance of 28.72 feet
THENCE North 62 degrees 59 minutes 23 seconds East for a distance of 20.58 feet
THENCE North 55 degrees 21 minutes 39 seconds East for a distance of 22.96 feet
THENCE North 62 degrees 46 minutes 00 seconds East for a distance of 27.31 feet
THENCE North 73 degrees 52 minutes 09 seconds East for a distance of 48.07 feet

6373
0694
BK6373PG694
THENCE South 67 degrees 23 minutes 40 seconds East for a distance of 27.56 feet to the
point and place of BEGINNING;
Together with and subject to covenants, easements, and restrictions of record.
Said property contains 75.921 acres more or less.
This description prepared by Larry King & Associates, R.L.S., P.A. on this 41h day of December,
2003 under the supervision of W. Larry King, a Professional Land Surveyor.

6373
0695
OK6373PG695
EXHIBIT "D"
WITNESSETII: THAT WHEREAS, DIANA RHODES
INGRAM, late of Robeson County, North Carolina
died on January 29, 2000, leaving a last will and
testament which is duly probated and recorded in the
Office of the Clerk of the Superior COUrt of Robeson
County, therein naming said Grantor as her Executor;
and whereas said Grantor has duly qualified and is now
acting as such Executor; and whereas said will gave
and granted unto said Grantor as such Executor full
power and authority to seII and convey any real estate
belonging to said estate whenever in the opinion of the
Executor, such sale was for the best interest of said
estate; and whereas said Grantor is of the opinion that
this sale and conveyance is for the best interest of said
estate.

Appendix F

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
6 March 2020
Mr. Trae Anderson
Larry King & Associates
1333 Morganton Road, Ste 201
Reference: Soil Scientist Investigation for Stormwater
Sheffield Farms North Section 5
Dear Mr. Anderson,
A site investigation has been conducted for the above referenced project, located off
Muscat Road in Cumberland County, North Carolina. The purpose of this investigation was to
provide a general characterization of the soils in the area proposed for a stormwater infiltration
device, including a determination of the depth to evidence of a seasonal high water table and
estimation of the permeability of the various soil layers. In -situ hydraulic conductivity testing
was not conducted. All soil characteristics were described in accordance with the USDA Field
Book_for Describing and Sampling Soils. This report represents my professional opinion as a
Licensed Soil Scientist.
Hand -powered auger borings were advanced at two locations as shown at Figure 1. A
soil profile description was collected at each location and is attached to this report.
At location 41. soil morphological characteristics indicating a seasonal high water table
(SHWT) were observed at 28 inches below surface. Infiltration rates (permeability) range from
0.5 in/hr in the sandy clay loam textured layer between 14 and 68 inches to as high as 6 in/hr in
the sandy loam textured soils observed between the surface and 9 inches below surface.
At location #2, soil morphological characteristics indicating a seasonal high water table
(SHWT) were much more difficult to interpret. Based on the physical characteristics of the soils,
it appears that a SHWT is at 144 inches below surface. However, lacking confidence in making
this determination by soil morphological characteristics, the boring was left open and the
apparent water table monitored for ten days. During that period the depth of water in the hole
remained between I I I and 114 inches and weather patterns, including rainfall, are considered to
be normal. Therefore, it is my opinion that the SHWT at this site should be considered to be 114
inches. Infiltration rates (permeability) range from 0.8 in/hr in the sandy clay loam textured
layer between 62 and 84 inches to as high as 10 in/hr in the loamy sand textured soils observed
between the surface and 18 inches below surface. In the event that you decide to attempt to
locate a infiltration basin at this site, actual hydraulic conductivity measurements are
recommended.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
I appreciate the opportunity to provide this service and trust that you will fee [ free to call
on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
Sincerely
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

Soil Scientist Investigation for Stormwater
Sheffield Farms North Section 5
6 March 2020
Figure I
Soil Profile # 1 L
KL I=
207, 40'
0
0
HAL OWEN & ASSOCIATES, INC.
I Soil Profile #2 1
�R
--- C.
- _- o
toy
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
PROJECT NAME: Sheffield Farms North Section Five PROPOSED FACILITY: BMP
LOCATION OF SITE: off end of Legend Creek Drive COUNTY: Cumberland
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist DATE EVALUATED: 17 February 2020
EVALUATION METHOD: Auger Boring ®, Pit ❑
PROFILE: 1 (Elevation 178.73)
HORIZON
DEPTH
(IN)
MATRIX
MOTI'LES
TEXTURE
STRUCTURE
CONSIS-
TENCE
PERMEABIL
ITY (IN/HR)
NOTES
Al
0-9
IOYR 3/1
SL
2 M GR
FR
6
Btl
9-14
IOYR 6/3
SI,
2 M SBK
FI
4
Bt2
14-28
1 OYR 6/3
1 OYR 7/2 11
1 OYR 6/6 fI
SCL
2 M SBK
FI
0.5
Bt3
28-68
1OYR 7/1
1 OYR 6/6 c2
5YR 5/8 cl
SCL
2 M SBK
FI
0.5
BC
68-84
Variegated
SL
1 M SBK
FR
0.6
C
84-90
10YR 7/1
LS
SG
VTR
AWT
33"
SHWT
28"
SLWT
SLOPE
0-2%
DRAINAGE
SOIL SERIES
VEGETATION
Mixed pines and hardwoods
COMMENTS:
Located at edge of a drained Carolina Bay
PROFILE: 2 (Elevation 181.59)
HORIZON
DEPTH
(IN)
MATRIX
MOTTLES
TEXTURE
STRUCTURE
CONSIS-
TENCE
PERMEABIL
ITY (IN/HR)
NOTES
A
0-4
10YR 5/3
LS
1 M GR
VFR
10+
E
4-18
1 OYR 7/6
LS
1 M GR
VFR
10+
Btl
18-40
10YR 5/6
SL
2 M SBK
FR
6
Bt2
40-62
1 IOYR 6/6
10YR 7/6 c2
SL
1 M SBK
FR
4
Bt3
62-74
1 OYR 6/6
IOYR 8/2 fl
5YR 5/6 fl
SCL
2 M SBK
FI
0.8
Bt4
74-84
Variegated
SCL
2 M SBK
FI
0.8
BC
84-144
Variegated
SL
1 M SBK
FR
2.0
C
144-162
LS
SG
VFR
Washed
sand
AWT
114"
SHWT
114"
SLWT
SLOPE
0-2%
DRAINAGE
SOIL SERIES
VEGETATION
Mixed pines and hardwoods
COMMENTS:
See report for discussion of SHWT
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS
TEXTURE
S
- Sand
LS
- Loamy Sand
SL
- Sandy Loam
L
- Loam
SCL
- Sandy Clay Loam
CL
- Clay Loam
SiL
- Silt Loam
Si
- Silt
SiCL-
Silt Clay Loam
SC
- Sandy Clay
C
- Clay
SiC
- Silty Clay
O
- Organic
MOTTLES
f — few
c — common
m — many
STRUCTURE
0 - structureless
1 - weak
2 - moderate
3 - strong
MOIST CONSISTENCE
L
- Loose
VFR
- Very Friable
FR
- Friable
FI
- Firm
VFI
- Very Firm
EFI
- Extremely Firm
AWT — Apparent Water Table
SHWT — Seasonal High Water Table
SLWT — Seasonal Low Water Table
1 - fine F - Faint
2 - medium D -Distinct
3 - coarse P - Prominent
VF - very fine
F - fine
M - medium
C - coarse
VC - very coarse
G
- Single Grain
M
- Massive
CR
- Crumb
GR
- Granular
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PR
- Prismatic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting