SW4221001_Design Calculations_20221020

21-025
STORMWATER
IMPACT ANALYSIS
FIELDCREST SUBDIVISION
PHASE II
Thom Road
Haw River, NC 27258
Engineer of Record: Chad E. Abbott, PE
[e-mail] / 919-230-0996 Ext. 101
August 29, 2022
oy,'CA—
036242
14

Ca�OEESIGN & 2537E. LYON STATION RD, STE 102
PO BOX 361
ENGINEERING, PLLC CREEDMOOR, NC27522
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE 919 230-0996
Table of Contents
Narrative......................................................................................................................................1
Ditch/Diversion Calculations........................................................................................................2
Miscellaneous..............................................................................................................................3
USGS Map
NRCS Soil Map
NRCS Soil Report with SHWT
Deed
LLC Report

CaIOEESIGN &
ENGINEERING, PLLC
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
NARRATIVE
2537E. LYON STATION RD, STE 102
PO BOX 361
CREEDMOOR, NC 27522
919 230-0996

r3DESIGN &
ENGINEERING, RLLC
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
Narrative
Project Data:
• C3 Project#: 21-025
• Name: Fieldcrest Subdivision Phase II
• PIN: 176742
• Address: Thom Road, Haw River, NC 27258
• River Basin: Cape Fear
• Property Total Area: 1,493,664 sf (34.29 ac)
• Existing BUA: 0 sf (0.00 ac)
• Removed BUA: 0 sf (0.00 ad
• Proposed BUA: 178,200 sf (3.41 ac)
• Total BUA: 178,200 sf (3.41 ad—11.99%
• Water Protection Overlay: Caterpillar Creek (WS-II; NSW)
2537E. LYON STATION RD, STE 102
PO BOX 361
CREEDMOOR, NC 27522
919 230-0996
Project Description:
The property is in southeast quadrant of the intersection between NC 54 and Thom Road. The existing
conditions of the site is predominantly managed pervious area from agricultural activities. This property
has two drainage areas (DA): one DA drains to northwest and the other drains to southeast with most of
the drainage going towards the later. The soils on this property are Cullen clay loam (Cn132), Cullen clay
loam (CnC2), and Cullen clay loam (CnD2). Those soils are classified as hydrologic soil group (HSG) B, and
their slope range from 2%-15%.
Site Description and existing conditions:
The proposed development on the property is for a single-family residential sub -division. The
development is divided into two phases of the development. Phase 1 is the development of lots 1-6
(previously permitted, constructed, and stabilized) and phase 2 is the development of lots 7-27 along
with the proposed subdivision road. The proposed road will be graded such that it generates three DAs:
one DA will drains to the north at the access to Thom Road, the second DA will capture runoff from the
middle of the site and convey it via a double 18" pipe under the new road, and the third DA will drain
the remainder of the site and road via roadside swales to the to southeast of the site.
Sediment Basin:
One temporary sediment basin (TSB) is proposed to be located at the end of the proposed subdivision
road (between lot 18 and 19). This TSB will receive water from disturbed areas of ±2 acres. The
treatment runoff from the TSB will leave the site and drains to the lower side of the property in
southeast.
Temporary Gravel Construction Entrance/Exit:
A temporary gravel construction entrance/exit will be installed at the north of the proposed subdivision
road where it intersects with Thom Road. During wet weather, it may be necessary to wash vehicle tires
at this location. One driveway pipe will be proposed at this entrance/exit to capture and release the
runoff from east to west of Thom Road.

2537E. LYON STATION RD, STE 102
�3 ❑ E S I G N &
PO BOX 361
ENGINEERING, RLLC CREEDMOOR, NC27522
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE 919 230-0996
Outlet Stabilization Structure:
A riprap apron will be located at each individual outlet structure such as culverts and sediment basin
outlets. The riprap apron will reduce erosion or scour of the soil at the outlet areas.
Temporary and Permanent Diversion:
A temporary/permanent diversion will be constructed above the existing 3:1 fill/cut along the shoulder
of the proposed road. Both types of diversions will be matted with NAG product DS75, DS150, and P300
with straw wattle spacing according to the plan details.
Sediment Fence and Sediment Fence Outlet:
A sediment fence will be constructed as perimeter control along the limited of disturbance line where a
temporary or permanent diversion is not proposed. The sediment fence outlet will be placed at the low
elevation of the sediment fence where the possibility of runoff ponding can occur.

CaIOEESIGN &
ENGINEERING, PLLC
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
2537E. LYON STATION RD, STE 102
PO BOX 361
CREEDMOOR, NC 27522
919 230-0996
DITCH / DIVERSION
CALCULATIONS

DESIGN AIL
2537 E. Lyon Station Road
Suite 102, PO Box0361
FIRM LICA
ENGINEERING, RLLC
Creedmoor, NC 27522
P-1764
919-230-0996
Project NO:
21-025
Calculated/
Joel H. Sain, EIT
Project Name:
Fieldcrest Subdivision
Prepared by:
Thom Road
Project Location:
Checked by:
Chad E. Abbott, PE
Haw River, NC 27258
Diversion / Ditch Schedule Calculations
Diversion / ditch name:
PD-2
Drainage area (A)
12,247 sf
0.28
ac
Impervious area
4,601 sf
0.11
ac
Impervious coefficient number (C1)
0.95
Pervious area
7,646 sf
0.18
ac
Pervious coefficient number (CZ)
0.20
Diversion / ditch coefficient number (Cc)
0.48
Intensity (110)
7.25
in/hr
Peak flow (Q10); Q = C x I x A = 0.98
=1.49 / n x Aw x R^(2/3) x S^0.5
0.98
cfs
Start elevation 630.00
Stop elevation
627.00
Length 351 ft
Slope (S)
0.85%
Sideslopes (X:1) 3
n-value
0.09
Wet area (Aw) 1.36 sf
Wet parameter (Wp)
4.25
ft
Hydrulic radius (R) 0.32 ft
Total Depth
1.50
ft
Depth of flow 0.67 ft
Shear stress
0.36
Ibs/sf
Free board 0.83 ft
Velocity (V10)
0.72
ft/s
Lining:
NA
Diversion / ditch name:
PD-3
Drainage area (A)
112,204 sf
2.58
ac
Impervious area
3,182 sf
0.07
ac
Impervious coefficient number (C1)
0.95
Pervious area
109,022 sf
2.50
ac
Pervious coefficient number (CZ)
0.20
Diversion / ditch coefficient number (Cc)
0.22
Intensity (110)
7.25
in/hr
Peak flow (Q10); Q = C x I x A = 4.13
=1.49 / n x Aw x R^(2/3) x S^0.5
4.13
cfs
Start elevation 630.00
Stop elevation
627.00
Length 244 ft
Slope (S)
1.23%
Sideslopes (X:1) 3
n-value
0.05
Wet area (Aw) 2.32 sf
Wet parameter (WO
5.56
ft
Hydrulic radius (R) 0.42 ft
Total Depth
1.50
ft
Depth of flow 0.88 ft
Shear stress
0.67
Ibs/sf
Free board 0.62 ft
Velocity (V10)
1.78
ft/s
Lining:
NA

DESIGN &
2537 E. Lyon Station Road
Suite 102, PO Box0361
FIRM LICA
ENGINEERING, FLLC
Creedmoor, NC 27522
P-1764
919-230-0996
Project NO:
21-025
Calculated/
Joel H. Sain, EIT
Project Name:
Fieldcrest Subdivision
Prepared by:
Thom Road
Project Location:
Checked by:
Chad E. Abbott, PE
Haw River, NC 27258
Diversion / Ditch Schedule Calculations
Diversion / ditch name:
PD-5
Drainage area (A)
68,194 sf
1.57
ac
Impervious area
2,025 sf
0.05
ac
Impervious coefficient number (C1)
0.95
Pervious area
66,169 sf
1.52
ac
Pervious coefficient number (CZ)
0.20
Diversion / ditch coefficient number (Cc)
0.22
Intensity (110)
7.25
in/hr
Peak flow (Q10); Q = C x I x A = 2.52
=1.49 / n x Aw x R^(2/3) x S^0.5
2.52
cfs
Start elevation 630.00
Stop elevation
627.00
Length 155 ft
Slope (S)
1.94%
Sideslopes (X:1) 3
n-value
0.07
Wet area (Aw) 1.74 sf
Wet parameter (Wp)
4.82
ft
Hydrulic radius (R) 0.36 ft
Total Depth
1.50
ft
Depth of flow 0.76 ft
Shear stress
0.92
Ibs/sf
Free board 0.74 ft
Velocity (V10)
1.45
ft/s
Lining:
NA
Diversion / ditch name:
PD-6
Drainage area (A)
6,003 sf
0.14
ac
Impervious area
2,045 sf
0.05
ac
Impervious coefficient number (C1)
0.95
Pervious area
3,958 sf
0.09
ac
Pervious coefficient number (CZ)
0.20
Diversion / ditch coefficient number (Cc)
0.46
Intensity (110)
7.25
in/hr
Peak flow (Q10); Q = C x I x A = 0.46
=1.49 / n x Aw x R^(2/3) x S^0.5
0.46
cfs
Start elevation 630.00
Stop elevation
627.00
Length 160 ft
Slope (S)
1.88%
Sideslopes (X:1) 3
n-value
0.12
Wet area (Aw) 0.72 sf
Wet parameter (WO
3.11
ft
Hydrulic radius (R) 0.23 ft
Total Depth
1.50
ft
Depth of flow 0.49 ft
Shear stress
0.58
Ibs/sf
Free board 1.01 ft
Velocity (V10)
0.64
ft/s
Lining:
NA

DESIGN &
2537 E. Lyon Station Road
Suite 102, PO Box0361
FIRM LICA
ENGINEERING, FLLC
Creedmoor, NC 27522
P-1764
919-230-0996
Project NO:
21-025
Calculated/
Joel H. Sain, EIT
Project Name:
Fieldcrest Subdivision
Prepared by:
Thom Road
Project Location:
Checked by:
Chad E. Abbott, PE
Haw River, NC 27258
Diversion / Ditch Schedule Calculations
Diversion / ditch name:
PD-7
Drainage area (A)
99,567 sf
2.29
ac
Impervious area
9,246 sf
0.21
ac
Impervious coefficient number (C1)
0.95
Pervious area
90,321 sf
2.07
ac
Pervious coefficient number (CZ)
0.20
Diversion / ditch coefficient number (Cc)
0.27
Intensity (110)
7.25
in/hr
Peak flow (Q10); Q = C x I x A = 4.47
=1.49 / n x Aw x R^(2/3) x S^0.5
4.47
cfs
Start elevation 630.00
Stop elevation
601.00
Length 592 ft
Slope (S)
4.90%
Sideslopes (X:1) 3
n-value
0.07
Wet area (AW) 1.83 sf
Wet parameter (Wp)
4.94
ft
Hydrulic radius (R) 0.37 ft
Total Depth
1.50
ft
Depth of flow 0.78 ft
Shear stress
2.39
Ibs/sf
Free board 0.72 ft
Velocity (V10)
2.45
ft/s
Lining:
NA

MINIMUM STANDARD 3.13 CHAPTER 3
0.16
0.14
0.12
}cA 0.1
V/J
0.08
0.06
MEN 1 !-
0.02
Ell
FIGURE 3.13 - 4
Manning's `n' Values for Varying Depths of Flow
1 I 1
1 1 I
I 1 I ! I
t I I I I
I 1 I I I
1
1 1
i 1 I 1
1 I I I
I 1 I l
I I t
- - - - - - - - - - - - - - - - - - S - - - - - - - - J - - - - - - - - -I- - - - - - - - - - - - - - -
k I I 1 !
1 I I 1 1
1 I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - -
� I I ! 1
I 3 t ! 1
! I i
I 1 I I I
! I I I
0 2 4 6 8 10
Flow depth (inches) .
All n-value in ditch
calculation base on
this chart
3.13-16
12

NCDEQ Stormwater Design Manual
Environmental
Quality
MDC 3: SWALE SLOPE AND LENGTH.
The longitudinal swale slope shall not exceed seven percent. The swale slope and length
shall be designed to achieve a flow depth of six inches or less during the 0.75 inch per hour
storm and a minimum hydraulic retention time of four minutes.
A treatment swale shall be designed such that the treatment volume has a HRT of at least four
minutes and has a ponding depth of less than six inches (to ensure flow though grass
vegetation) for a 0.75 in/hr storm intensity. Maximum longitudinal slope shall be 7%.
MDC 4: GRASS SPECIFICATION.
The grass species in the swale shall be:
(a) non -clumping and deep-rooted;
(b) able to withstand a velocity of four feet per second;
(c) managed at an average of six inches; and
(d) not be cut lower than four inches.
Standard turf grasses may be used if a lawn appearance is desired. The turf grasses include
standard mixtures such as those recommended in the DEQ Erosion and Sediment Control
Planning and Design Manual and the recommended vegetation tables in Section 6 of this
document. The recommendation is to use taller growing grasses to improve the filtering
capability of the swale. Bluegrass should be avoided for areas where salt loading is high.
MDC 5: CONVEYANCE OF LARGER STORMS.
Swales shall be designed to non-erosively pass the ten-year storm.
Non -erosive permissible velocity for pollutant removal swales with established grass lining is
defined by the Table 1.
Table 1: Maximum Permissible Velocities Based on Soils and Grass Species
Bermuda Grass
5.0
Easily Erodible Non -Plastic
Tall Fescue
4.5
(sands & silts)
Bahiagrass
4.5
Kentucky Bluegrass
4.5
Grass -Legume Mixture
3.5
Bermuda Grass
6.0
Erosion Resistant Plastic
Tall Fescue
5.5
(clay mixes)
Bahiagrass
5.5
Kentucky Bluegrass
5.5
Grass -Legume Mixture
4.5
C-11. Treatment Swale 3 Revised: 11 /20/2020

CaIOEESIGN &
ENGINEERING, PLLC
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
2537E. LYON STATION RD, STE 102
PO BOX 361
MISCELLANEOUS
CREEDMOOR, NC 27522
919 230-0996

THE INTE
�(11/�(� U.S. DEUSRGE ENTOFLOGICASURVEYRIOR �a Mxx�'x� S�PNGRTNWCARGLNSA NGLE
auence a apwp woe air US Topo J.S- HWE SERIES
ucetl W cM1e 0nitM Natea G.Il icai Survey SCALE 1:24 000 aom
w /
v cemm au�«. zone �amu x mu o o �m •arearx.ix.0 uciwn« a Os �u<.
SAXAPANAW. NC
�_ .onixixowuxwx� 2019

6�t
Silt
TTN' - -
rm
tpq 0
-- -- -
r .
PROJECT #: 21-025
DESIGN (& USGS MAP FIELDCREST SUBDIVISION
ENGINEERING, PLLC
SCALE: 1" = 500'

C
--

u
MAP ARCHIVED NUMBER
PROJECT #: 21-025
LDESIGN C& NRCS SOILS MAP FIELDCREST SUBDIVISION
ENGINEERING, I-LLC
SCALE: 1" = 500'

a
655070
35o 58'35"N
N
N
35o 58' 15" N
655070 655140 655210 655280 655350
m
Map Scale: 1:3,050 if printed on A portrait (8.5" x 11") sheet.
Milers
N 0 45 90 180 270
Feet
0 100 200 400 E00
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
usoA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Depth to Water Table—Alamance County, North Carolina
655140 655210 655280 655350
655420
655420
o
655490
35o 58' 35" N
N
35o 58' 15" N
655490
b
8/29/2022
Page 1 of 3

Depth to Water Table—Alamance County, North Carolina
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Rating
Polygons
W
0-25
25-50
0
50 - 100
0
100 - 150
0
150 - 200
0
> 200
0
Not rated or not available
Soil Rating
Lines
,.y r
0 - 25
f
25-50
50 - 100
100 - 150
150 - 200
~
> 200
r 0
Not rated or not available
Soil Rating
Points
0-25
25-50
❑
50 - 100
❑
100 - 150
❑
150 - 200
> 200
❑ Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
.,_. Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Alamance County, North Carolina
Survey Area Data: Version 21, Jan 21, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 23, 2022—Apr
27, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usoA Natural Resources Web Soil Survey 8/29/2022
Conservation Service National Cooperative Soil Survey Page 2 of 3

Depth to Water Table—Alamance County, North Carolina
Depth to Water Table
Map unit symbol
Map unit name
Rating (centimeters)
Acres in AOI
Percent of AOI
CnB2
Cullen clay loam, 2 to 6
>200
17.4
55.6%
percent slopes,
moderately eroded
CnC2
Cullen clay loam, 6 to 10
>200
6.7
21.5%
percent slopes,
moderately eroded
CnD2
Cullen clay loam, 10 to
>200
7.2
23.0%
15 percent slopes,
moderately eroded
Totals for Area of Interest
31.3
100.0%
Description
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the
water table at selected sites and on evidence of a saturated zone, namely
grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for
less than a month is not considered a water table.
This attribute is actually recorded as three separate values in the database. A
low value and a high value indicate the range of this attribute for the soil
component. A "representative" value indicates the expected value of this attribute
for the component. For this soil property, only the representative value is used.
Rating Options
Units of Measure: centimeters
Aggregation Method: Dominant Component
Component Percent Cutoff. None Specified
Tie -break Rule: Lower
Interpret Nulls as Zero: No
Beginning Month: January
Ending Month: December
USDA Natural Resources Web Soil Survey 8/29/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3

Type: CONSOLIDATED REAL PROPERTY
Recorded: 11/2/2021 2:19:02 PM
Fee Amt: $1,036.00 Page 1 of 5
Revenue Tax: $1,010.00
Alamance, NC
David Barber Register of Deeds
BK 4254 PG 712 - 716
This instrument prepared by: Stubbs Cole Breedlove Prentis & Biggs, PLLC,
a licensed North Carolina attorney,
Delinquent taxes, if any, to be paid by the
closing attorney to the County Tax Collector
upon disbursement of closing proceeds.
R $1010.00
PARCELID: 176742
PIN No.: 9810-79-9437
TAX MAP: 9-35-133
DELINQUENT TAXES, IF ANY, TO BE PAID BY THE CLOSING ATTORNEY TO THE COUNTY TAX COLLECTOR UPON
DISBURSEMENT OF CLOSING PROCEEDS.
PREPARED BY: J OSEPH J . KALO, IV
PITTMAN & STEELE, PLLC
POST OFFICE BOX 229Q BURLINGTON, NC 27216-2290
(WITHOUT TITLE EXAMINATION AS COUNSEL FOR GRANTOR)
RETURN TO: GRANTEE
NORTH CAROLI NA
ALAMANCE COUNTY GENERAL WARRANTY DEED
THIS DEED madethis 1st day of November , 2021, by and between MARVIN
MORROW NEWLIN FAMILY LIMITED PARTNERSHIP, a North Cardina limited
pim of 903 Holland Road, Fuqua- Vari na, North Carol i na27526, Grantorand CI MLAND,
L.L.C., allorthCarolinaIimitedliability companyof 23300perationsDriver Durtla n NC 27705-
2336, Grantee Thedesignadon Grantor and Granteeas used herei In shad I i ncl udesaid parties, their
hei rs, successors, and assigns, and shad I i nd ude si ngular, pd ural, mescal i ne; femi ni re or neuter as
requi reed by context.
1
submitted electronically by "Stubbs Cole Breedlove Prentis & Biggs, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Alamance County Register of Deeds.
Book: 4254 Page: 712 Page 1 of 5

WITN ESSETH:
That the Grantor, for a valuable cons! de -a ion paid by the Granter~ the receipt of which is
hereby acknowl edged, has and by these presents does grant, bargain, sel 1 and convey unto the
Grantee i n fee si mpl P, al I of that certain tract or parcel of I and rrore pard cul arty descri bed as
fol I ows:
That certain tract or parcel of land lying and bang in Thonpson Township, A Iamarxe
County, North Carol i na adj of ni ng the 120' public right of -way of N.C. H i ghway 54, the 60'
public right of -way of Thom Road (S. R. 2145), Lots 21-27 (both inclusive), Phase Ong
Harvestview as shown on that plat recorded in Plat Book 21, Page 218 and the lands of
Watkins Propaties, L LC as described in Dead Book 3903, Page 334 and bang more
parti cul art y descri bed as fol I ows:
Contai ni ng 36.98 Acres, more or I ess, and B E I N G al I of Tract 2 as shown on F i nal PI at;
Subdivision for MARVIN MORROW NEWLIN FAMILY LIMITED PARTNERSHIP, as
per piat and survey thereof now on fi I i n the Offi ce of the Regi ster of Deeds of A Ia mxe
County in Plat Book 81 at Page 249, to which plat reference is hereby made for a more
parti cul ar descri pd on of sarre
�c_• : •• '.•- •1 •ion• : •• �. `.•- • • � - � • � ' _• ,�
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtaiarces thereto belongi ng to the Grantee i n fee si mple
And the Grantor covenants with the Granter that Grantor is seized of the premises in fee
si mple, has the 6ghtto convey the same i n fee si mple; tfattibe i s marketable and free and clear of
all encumbrances, and that Grantor will warrant and defend thetitieagai nstthe lawful clai ms of all
pawns whomsoever, other than the fol I owi ng excepti ons:
This conveyance is subject to easeTerts, rights of way, and restrictive covenants, if any,
appeari ng of record i n the A Iamance County Registry. Further subject to taxes for 2022 and
sabseqWit years not yet due and payable
[SIGNATURE PAGE FOLLOWS]
2
Book: 4254 Page: 712 Page 2 of 5

IN WITNESS WHEREOF, theGrantorhas hereeuntocausedthisirig urr-ffttobesignedby
its duly authorized General Partner the day and year fi rst above written.
MARVIN MORROW NEWLIN FAMILY (SEAL)
LIMITED PARTNERSHIP, allorthCardina
I i rrited partie -shi p
MARVIN MORROW NEWLIN REVOCABLETRUST
DATED DECEM BER 27, 1997
By: " (SEAL)
SAMUEL RAY NEWLIN, Co-TRstee
By- /I = (SEAL)
MAR 1 N B YD NEWLIN, Co-Tnistee
By; SEAL)
WILBUR NDREWS NEWLIN, Co-Tn.stee
E
Book: 4254 Page: 712 Page 3 of 5

NORTH CAR INA
COUNTY OF
I certify thatthefol lowing person personal ly appeared before methisday, acknowledgi ngto
me that he vol untari I y signed the foregoing document: Sar W Ray Newlin, Co -Trustee of the
M arvi n Morrow Newl in RevocableTrLA dated December 27,1997 in its capadty asGeneral Par w
of Marvin Morrow Newlin Family Limited Partriershi p, a North Carolina I i rrited partnership
Date: it ,2&M %hA-,
Si gnature of Notary Publ is
(Official Sal) IONNIE S. KERR s
NOTARY PUBLIC;
"I n �°°na Pri nted Nam of Notary Publ is
North Caroline
M y Commi scion Expi res:
NORTH CAROLINA
COUNTY OF
catify thalLthefol Iowi ng person personal I appeared before methi sday, acknowledgi ng to
me that he vol untad I signed the foragoi ng document M arvi n Boyd Newl i n, Co -Trustee of the
Marvin Morrow Newlin RevocableTnAdated DeceTaer 27,1997 in itscapaoty asGeneal Pa tner
of Marvin Morrow Newlin Farm Iy Li rrited Partrrershi p, a North Carolina I i mited partnership
(Official Seal)
Sigmt reof Notary Pudic
a4v 0
Pri rated N ame of N otary PLO i c
My Commission res:4242?L7,(-
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El
Book: 4254 Page: 712 Page 4 of 5

NORTH CAR LI NA
COUNTY OF
I certify thatthefol lowi rig person personal ly appeared before methis day, aclmowledgingto
methat hevoluntari ly signed the -foregoing docurrt Wi I bur Andrews Newl i n, Co-Tn.steeof the
Marvin Morrow Newlin Revocabl eTr st dared DeceTber 27,1997 i n i is capad ty as Geieral Partner
of Marvin Morrow Newlin F arm l y L i mi ted Partnership, a North Carolina limited partnership
Date MALA
SignaWreof Notary Publ is
(Official Sml) %
BONNIE S. KERR Pn nted N am of N ota y Publ i c
NOTARY PUBIJC
Alamance County
North Carolina
M y Cormission Expi res
4871-2779-6993, v. 1
5
Book: 4254 Page: 712 Page 5 of 5

9 LIMITED LIABILITY COMPANY ANNUAL REPORT ■
10/2017
NAME OF LIMITED LIABILITY COMPANY: CIMLAND, L.L.C.
SECRETARY OF STATE ID NUMBER: 0438119 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 7i' 9n
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: MORRISON, S CRAIG
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Onl,
E - Filed Annual Report
0438119
CA202009905823
4/8/2020 01:00
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2330 Operations Drive 2330 Operations Drive
Durham, NC 27705-2336 Durham County Durham, NC 27705-2336
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate D
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
2330 Operations Drive
Durham, NC 27705-2336
ment
3. PRINCIPAL OFFICE EMAIL: Privacv Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
2330 Operations Drive
Durham, NC 27705-2336
6. Select one of the following if applicable. (Optional 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: S. Craig Morrison
TITLE: Manager
ADDRESS:
2330 Operations Drive
Durham, NC 27705
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
S. Craig Morrison 4/8/2020
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
S. Craig Morrison Manager
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525