470012_Irrigation System Design_20201104

ArkiS tf 7 Do
Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name:. Bryant Ag; LLC - Bryant Ag; AWS470012 Wetted Acreage County: Hoke
Address: 861 Upchurch Road & Pull Add't. (via above -ground pipe)
Raeford, NC 28376
Date: 11/4/2020
Telephone: [phone]
Table 1 - Field Specifications
Field
Number
Approximate
Maximum
Useable Size
of Field
(acres)
Soil Type Slope
Croo(s
Maximum
Application
Rate
(In/hr)
Maximum
Application
per Irrigation
Cycle
RECEIVE
DEQIDWR
FEB 11 2021
WQROS
FAVE TE1iijLLEREGIONQQFFjCE
1
14.31
Norfolk
0-3
Bermudagrass / Overseed
0.5
1
Pulls 1-3
2
10.85
Coxville
0-3
Row Crops
0.5
1
Pulls 4-5
3
10.53
Norfolk
0-3
Bermudagrass / Overseed
0.5
1
Pulls 6-8
4
2.44
•Wagram
0-3
Bermudagrass / Overseed
0.5
1
Pulls 9-10
5
6.42
Wagram
0-3
Bermudagrass / Overseed
0.5
1
Pulls 11-13
6
8:31
Norfolk
0-3
Bermudagrass / Overseed
0.5
1
Pulls 14-16
52.86

Sheet2
TABLE 2 Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ocmis R2/1
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min):. (in/hr.) Width(ft.) Len gth(ft) _ (feet) .:: (Inches) at Gun(psi)" at reef(psi) Pattern Comments -Acres per
1
' 3.24
0:46.
195
1035
230
0.87
50
85
330
r
5.41
2
3.24
0.46
160
1035 - .
230
0.87
50.
85
330 .
4.50
3
4.75/3.24
0.69/0.46
160/195 .
. 187/656
230
0.87
50
85
220/330
4.40
4
3.24
0.46
195
1150
230
0.87
.50
- 85
330.
5.93
5
3.24 -
0:46 '
160
1150
230
>' 0.87,
50
- 85 .
330
4.92
6
3.24.
0.46.
. 160
787
230
0.87
50
85
330
3.59
7
3.24
0.46
160
687
230
- . 0.87
50
85
330
3.22
8
3.24
0.46
195
656
230
0.87
50
85
330
3.72
9
3.24
0.46
195
171
230
0.87
50
85
330
1.55
10
4.75
0.69
160
139
230
0.87
50
85
220
0.89
11
3.24
0.46
160
464
230
. 0.87
50
85
330
2.21
12
3.24
0.46
160
424
230
0.87
50
85
330
2.07
13
3.24
0.46
195
362
230
0.87
50
85
330
2.14
14
3.24
0.46
195
373
230
0.87
50
85
330
2.19
15
3.24
0.46.
160
573
230
0.87
50
85
330
2.61
16
3.24
.0.46
160
816
230
0.87
. 50
85
330
3.51
TOTAL
52.86

TABLE 3 Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment -
NIA
Sheet3
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate. Diameter Pressure Time
Line No.. Hydrants (feet) Pipelines Pipelines (in/hr) (inches) at Gun(psi). at Hydrant(hr.)
Comments -Acres per zone
0
TOTAL
0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling `
Solid Set
Irrigation, Gun::
Irrigation
• 0
Flow Rate of Sprinkler (gpm)
148.
Operating Pressure at Pump. (psi) .
92.1
#DIV/Ol
Design Precipitation Rate (in/hr)
0.42 -;
0.00
Hose Length (feet).
1150
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO,, Engine, Electric) -
Engine
Engine
Pump Power Requirement (hp)
15.9
#DIV/01
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.)
AREA (sq. ft.).
AREA (sq. ft.)
90 degree bend
8.8
4.3
1.1..
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
. 0.6
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER.
Name: Micah Kevin VVeston;:CID
Company: Murphy -Brown, LLC dba Smithfield Hog. Production
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and Materials must accompany all irrigation designs:
• 1. A"scale drawing,.of the proposed irrigation system which" includes hydrant locations, pipelines, thrust.biock locations and buffer areas where applicable..
2. Assumptions and computations for determining total. dynamic' head and horsepower requirements.
3. Computations used to determine all mainline andlateral•pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. .Manufacturer'sspecifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications'for the irrigation pipe and/or USDA-NRCS.standard for IRRIGATION'WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to considerall relevant factors at a particular site and
address them as appropriate. -
.9. Irrigation pipes should not be installed in, lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must bemaintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
•.Narrative of Irrigation System Operation
This design dated 11/4/2020 is for an addition of pulls and a "wetted acreage" determinationfor an existing.
facility. The acres were calculatedbased on, the equipment specified and the charts created by NCSU for
calculating Area Allowances for Hard Hose Traveler Systems.
This irrigation system is designed to use 6".above-ground aluminum pipe and the two existing 6" hydrants..
The system is designed to accommodate the flow velocities, .flow -rates and pressure requirements associated
with an Ocmis R211 traveler with 1150' hose: The design -of the traveler system requires the use of a 0.87
nozzle in the gun. Each pull has a specific arc setting and: travel speed which must be usedto achieve.the
desired application This information is given in. Table 2 of this design. A detail of the pull layout is also
included:
Referto owner's manual and irrigation dealer for informationon_maintenance, winterization, and operation of
system.

Sprinkler Specifications
Sprinkler Type: Ocrnis R2/1
Nozzle Size: 0.87 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 148 gpm
Wetted Diameter: 230 feet
Lane Spacings
Desired Spacing (%):
Design Spacing(feet):
Actual Spacing (feet):
Actual Spacing (%):
Application Rate
Sheet7
CALCULATIONS
* Reflects field measurement
70.%
161 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
160 feet
70%
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate
300 degree arc =
220 degree arc
180 degree arc =
Traveller Speed
Travel speed .= 1.605 x Floweate / Desired application amount x Lane Spacing
Desired app. (in.) =
300 degree arc =
220 degree arc =
180 degree arc =
Mainline Velocity
0.42 in/hr
0.51. in/hr
0.69..in/hr
0.85 in/hr
0.5 inches
3.56 ft/min
4.75 ft/min
5' 94 ft/min
330 degree arc = 0.46. in/hr
360 degree arc =
330 degree arc =
Velocity .= .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6. inches
Velocity=
2.97 ft/min
3.24 ft/min

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 15
...Total distance: 1600 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.17 feet/100 feet
Max. Mainline Loss = 2.6 feet or 1.1 psi
Total Dynamic Head
Sprinkler Pressure:
Loss through traveller:
Elevation head:
Mainline loss:
Suction head and lift:
5%fitting loss:
TOTAL(TDH) =
50 psi
30 psi
4.3 psi
1.1 psi
2.3 psi
4.4 psi
92.1 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:. Berkeley
Pump Efficiency: 59 %
Horsepower Required: 15.9 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil. Bearing Strength
Thrust: .7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2.
Tee: 4:4 ,ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used:
Max. Pressure on system when running:
70% of Pressure Rating:
200 psi
92.1 psi
140 psi
212.8 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Net Positive Suction Head Check
NPSHA: 17
NPSHR: 12 *from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

Width Length
Ift.) . .
1 195 1035
3
160 1035
Bryant Ag Farm; AWS470012
Acreage Calculations 11/04/2020
r '
Acres l Total Acres
(midsection)
4.633 4.633
3.802
160 187
0.687
195
656
2.937
4 195
5 160
6 160
7
8
9
10
11
12
13
14
15 160
16 160
0
0
0
1150
1150
3.802
3.624
0.000
Sheet8 (2)
Start End Stop End
(midsection) ac. (ac.) Pull Acres
0.430 0.350 5.41
0.390 0.310. 4.50
0.430 0.350 4.40
5.148 5.148
4.224 4.224
0.000
0.000:.
0.430
0.350
0.390
787 2.891 2.891
0.390
160 687 2.523. 2.523 0.390
195 656 2.937 2.937 0.430.
195 171 0.765 0765 0.430
160 139 0.511 0.511 0.264
160 464 1.704 1.704 0.280
160 424 1.557 1.557 0.280.
195 362
195 373
573
816
0
0.
0
1.621
1.670
2.105
2.997
0.000
0.000
0.000
1.621
1.670
2.105
2.997
0.000'
0.000
0.000
0.280
0.280
0.280
0.280
0.000
0.310
0.310
0.310
0.350
0.350
0.120
0.230
0.230
0.240
0.240
0.230
0.230
0.000
0.00
5.93
4.92
3.59
3.22
3:72
1.55
0.89
2.21
2.07
�- ----� --�2.14
2.19
2.61
3.51
0.000.
0.000
0
0,
0.000 ; 0.000
0.000
0.000
0.000
0.000
Total Acres
0.00
0.00
0.00
0.00
52.86
Page 1

Bryant Ag
AWS470012
Wetted Acreage
Pull Add't.
GRAPHIC SCALE
400 0 200 400 800
( IN FEET )
1 inch = 400 ft.
Specifications: Pulls
0cmisR2/1 Traveler
3"x1150'Hose.
w/0.87" Nozzle ® 50 PSI
0 50 PSI• 148 GPM
230' WD (Field Measurement)
160' Lane Spacing (TYP)
Existing Pulls — 1-9
New Pulls - 10-16
Pulls Made Via Above —Ground Pipe
® Reel Set-up Point
- Existing Hydrants
Pull/ Acres
1 5.41
2 4.50.
3 4.40
- 5.93
5 4.92
6 3.59
7 3.22
8 3.72
9 1.55
10 0.89
11 2.21
12 2.07
13 2.14
14 2.19
15 2.61
16 3.51
Total 52.86.
11/2020

OCMIS R2/1-30/1150T
Turbine Drive Hose Reel Irrigator
3.0" ID x 1148 ft. PE Tube
Reflex Sprinkler
Standard Features
-Turbine drive w/gearbox power transmission to
drive reel. No belts or pulleys!
-Tachometer speed readout
-Crossover inlet pipe
-Galvanized steel chassis and turret
-Galvanized steel reel
-Galvanized steel sprinkler cart with solid rubber
tires
-Manual hydraulic pump to extend stabilizers &
lift sprinkler cart
-Sime Reflex sprinkler with 4 nozzles
-20 ft. supply hose
Performance Guide
Nozzle
Size
Nozzle
Flowrate
(9Pm)
System
Pressure'
(Psi)
Nozzle
Pressure
(Psi)
Wetted
Diameter
(ft)
Irr. Width
(tt).
Irr.
Lengthfor
9
(ft)
Irr. Area
per Pull
(ac)
Required Reel Speed (ft/hr)
Given Depth in
P ( )
0.50 1.00
1.50
22 min,
ll
_ _
1—J1e80 _-
( 1 _1
.
..1
0:87 in
98
60
271
190
5.3
164 82
55
!.
m _
1 .1l
1
1492.
I
I : IL_
177
93
50
271
190
1218
5.3
179
. _If.
89
60
24 min,
-
_
0.94 in
209
125
70
310
220
1228
6.2.
183
91
61
_...
`I
k'
IL
t
)
Il_.
I_ e e
e e 1
ji`
26 rnrn,
..
_ 284
.:. °.
..
...._-� .
.1
102
. H.e68'
68
1.02in
227
123.
I
60 `
m
305
215
r
1226 ,..
6.1
11
203
11
240
118
50
300
215
1225
6.0
215 -.
108
72
158
70
337
240
1234
6.8
228
114
76
System pressure Is the pressure required at the machine inlet. It includes the allowances for the sprinkler, PE tube, machine plumbing, and drive friction losses. It does not include
any allowances for field elevation differences or supply line pressure losses.
Performance guide Is from calculated data; actual field performance'may vary depending on pressure, terrain, wind, and field conditions,
ATS Irrigation, Inc.
2509 Hwy 105, Brenham; TX 77833
800-656-2197
www.atsirrigation.corn

Page 1 of 1
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