820422_Application - Irrigation Design Mod_20200722

To: Whom It May Concern,
I, James McCullen , owner of Belvoir Farms Inc.. COC # AWS820422 am requesting a
modification to my COC to install new/additional irrigation at this farm.
21 La
Owner Signature Date

D). Application and Handling Equipment
Check the appropriate box
Existing or expanding facility with existing waste application equui ment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
X New, expanded or existing facility without existing waste application equipment for spray irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). Belvoir Farm, Inc. 1-10, 11-14, AWS820422—Pivot/Pulls Add't.
New, expanded or existing facility without existing waste application equipment for land spreading not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation Private Date Work Completed: 07/20/20
Address (Agency): 237 A.I. Taylor Road, Richlands, NC 28398 Phone No.:_/[phone]
Signature: //Y, Ce��.7t� Date: 71-AIA9,W
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land
Signature: Date:
Name of Manager (if different from owner):
Signature:
AWC - September 18, 2006
Date:

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Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
166 gpm
Wetted Diameter:
280 feet * Reflects actual field measurement
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 196 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 71 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.32 in/hr
300 degree arc =
0.38 in/hr 330 degree arc = 0.35 in/hr
220 degree arc =
0.52 in/hr
180 degree arc =
0.64 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 3.20 ft/min
220 degree arc = 4.26 ft/min
180 degree arc = 5.33 ft/min
Mainline Velocity
360 degree arc = 2.66 ft/min
330 degree arc = 2.90 fUrnin
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.23 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: N5
Total distance: 3000 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.47 feet/100 feet
Max. Mainline Loss = 44.2 feet or 19.2 psi
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
30 psi
Elevation head:
4.3 psi
Mainline loss:
19.2 psi
Suction head and lift:
2.3 psi
5% fitting loss:
5.3 psi
TOTAL(TDH) =
111.0 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Rainbow
Pump Efficiency: 50 %
Horsepower Required: 21.5 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
256.5 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 111.0 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

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

Sheet7 (3)
CALCULATIONS
Pivot/Linear Specifications
Pivot/Linear Type:
Zimmatic 8500P
Machine Length:
516.17 (feet) End Gun Radius: 100 (feet)
Base Pressure:
37.5 psi Pipe Diameter: 6 (inches)
Flowrate(GPM):
320 gpm
Wetted Length:
616.17 feet
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Veloci
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= 3.63 ft/sec.
Maximum Mainline Friction Loss
Most distant hydrant: P1
Total distance: 2200 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.69 feet/100 feet
Max. Mainline Loss = 15.2 feet or 6.6 psi
Maximum Machine Friction Loss
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.78 feet/100 feet
Max. Mainline Loss = 4.0 feet or 1.8 psi
Page 1

Sheet? (3)
Total Dvnamic Head
Base Pressure:
Loss through machine:
Elevation head:
Mainline loss:
Suction head and lift:
5%fitting loss:
TOTAL(TDH) _
37.5 psi
1.8 psi
4.3 psi
6.6 psi
2.3 psi
2.6 psi
55.0 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Rainbow
Pump Efficiency: 60 %
Horsepower Required: 17.1 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: 160 psi
Max. Pressure on system when running: 55.0 psi
70% of Pressure Rating: 112 psi
127.2 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 17
NPSHR: 12 *from pump curve
If NPSHA>NPSHR OK
Page 2

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ZIMMATIC
BY LINDSAY
Prepared For:
Jimmy Mcullen
QUALITY
I� EQUIPMENT
3 span 100659-0033 $100,159.49 $80,984.47
QUALITY EQUIPMENT, LLC 504 Faison Hwy.
Clinton, 28328
Office: 910-592-5559; (2(: 910-260-0607
[e-mail]
w .qualityequip.com

Design Summary
ZIMMATIC,M Prepared For:
C DUALITY
BY LINDSAY Jimmy Mcullen EQUIPMENT
System Name,
. ,
3 span Three (3) spans + No Overhang O.H. 516.17 ft 24.98 acres
Totals: 516.17 ft 19.22 acres
3 span 8500P w/ 8500 Series Spans, Compact, 35.007692°-78.437595'
8500 Galvanized
Pipe & Wire
Information Lenoth
Pipe 3 2215.26 ft
Water Line 2 2013.91 ft
Power Line to pivot 2481.42 fi
QUALITY EQUIPMENT, LLC 504 Faison Hwy.
Clinton, 28328
Office: 910-5923559; (2): 910-260-0607 7/17/2020
[e-mail]
Confidential www.qualityequip.com 2 of 5

ZIMMATICA'
BY LINDSAY
Span #
i
2
3
Overhang:
End Gun:
Design Detail & Summary
Prepared For.,
Jimmy Mullen
Diameter Length
Cumulative
LengthJ
6 - 5/8" 180.17 ft
180.17 it
6 - 5/8" 178.92 ft
359.08 ft
6 - 5/8" 157.08 It
516.17 It
None 0.00 ft
516.17 it
- 0.00 ft
516.17 it
Total System Length:
516.17 it
Number of Spans:
3
Available Outlet Count:
72
Degree of Sweep
360 degrees
Endgun Throw:
100.00 it
System Wetted Area:
19.22 acres
Comer Wetted Area:
NA
End Gun Wetted Area:
5.77 acres
Total Wetted Area:
24.98 acres
QUALITY
Latitude
LonakLKIB
35.007692°
-78.437595°
Endgrm Coverage Area
Primary
Angle Degree From North
Angle Degree From Start
Start Position
Stop Position
Total Coverage
Endgun
Start
Stop
Start
Stop
Lat
Long
Lat
Long
Area
Area 1
Area l
7.5° 149.2°
213.5' 326.1 °
7.5'
213.5°
149.2' 35.009092'
326.1 ° 35.006529'
-78.437326'
-78.438582'
35.006455'-78.436753°
35.008888°-78.438520'
3.22
2.55
Second
Angle Degree From North
Angle Degree From Start
Start Postion
Stop Position Total Coverage
Endgun
Start
Stop
Start Stop
Lat
Long
Lat
Long Area
QUALITY EQUIPMENT, LLC 504 Faison Hwy
Clinton, 28328
Office: 910-592-5559; (2); 910-260-0607 7/17/2020
Confidential [e-mail] 3 of 5
www.qualityequip.com

Technical Summary & Underaround Data
Z/MMATICT M
Prepared For.,
L, DUALITY
BY LINDSAY
Jimmy Mcullen
System Name:
EQUIPMENT
Pivot Summary
Design Data
System Calculations
Pivot Center Type:
Compact
Application Rates
Peak Daily E.T.: 0.577 in/day
Pump Flow Per Acre/Hectare:
12.80 gpm per acre
Span Type:
8500 Galvanized
Total Pump Rep. Flow Rate: 320.0 gpm
Total Pump Reg. Flow Rate:
320.0 gpm
Span breakdown:
Two (2) spans 6 - 5/8" X
179'
Pum Flow Per Acre/Hectare: 12.80
P gpm per acre
Endgun Flow Rate:
95.4 gpm
One(1)span 6-5/8"X 157'
Overhang:
End Cap and Sign (no
Max Application Rate: 0,000 iniday
-
overhang)
�
-
End Gun:
Komet 101 Ultra
Basis For Calculations: FlowRate
Pump Water Horsepower:
8.9 hp
Wheel Sets:
Three (3) 14.9 x 24, New
Application Efficiency: 85.0 %
Generator Horsepower.
�'1 4.0 hp
(Lindsay), w/o Tube, 8" Rim
_
- --
Length
-
Irrigated Hours Per Day: 24 hours
Generator KW:
12.6 hp
- -
, Area
-
Positions Irrigated: 1
Total Required Horsepower:
12.9 hp
Number of Spans:
3
Outlet Count Qoints
- --
Degree of Sweep 360 degrees
I
included):
72
. -___. _
__- _..
Endgun
- - ----- - -
Span Pipe Friction Loss:
0.9
System Length:
516,17 it
- _•
psi
Wetted Length:
616.17
Endgun Throw: 100.00 itTotal
System Friction Loss:
0.9 psi
-
it
-
-
Endgun Percent On: 70.65 %
Wetted Area:
24.98 aces
End Gun Wetted Area:
S.77 acres
InputsPressure
Time to complete @ 100%:
5.30 hours
Total Wetted Area:
2�s
Base Pressure: 3Z5 psi
I
Pressure at Top of Pivot - -
-
31.9 psi
Voltage/Current
Operating
Costs
Point:
Starting Voltage:
470.0 Volts
Operating Hours Per
0 hours
Required End Pressure:
30.0 psi
Vogpge Drop:
4.7 Vohs
Year:
Energy Type:
Electricity
Elevation Change:
-
0.00 It
End Voltage:
9
465.3 Volts
Fuel Type:
-
None
Hazen Williams C-Factor.
140
Total Rated Panel Am Ps:
3.9 am P s
Fuel Cost:
$0,00
Voltage Settings
Total System Amps:
3.9 amps
Electricity
50.00
Voltage / Hertz:
480 Volts 160 Rz
Starting Voltage:
470.0 Vohs
Horsepower & Underground Data
System Calculations
Underground Wire Sizing:
Supply Well
Data
Pump Water.
8.9 hp
Total System Amps: 3.9 amps
I Required Flow Rate:
320.0 gpm
Generator.
4.0 hp
Distance from Power: 1300.00 It
1 Pump Efficiency:
80.0
Continuous Horsepower.
12.9 hp
Allowable Volt Drop: 10
Lift:
0.00 it
Wire Type: Aluminum
Mainline Elevation:
0.00 it
Minimum Mills Required: 15340
Mainline Diameter.
4.0 in
Gauge Needed: -- 6 AWG
Mainline Length:
20.00 It
Mainline Type:
Galvanized
Mainline C-Factor.
140
Pressure Req. at Pump:
38.0 psi
QUALITY EQUIPMENT, LLC 604 Faison Hwy.
Clinton, 28328
Office: 910-592-6569; (2): 910-260-0607
7/17/2020
[e-mail]
Confidential
www.qualityequip.com
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