820303_NMP_updated_20231220

Murphy -Brown, LLC
Grower(s):
Farm Name:
12/11/2023 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Warren Williams
WTW Farm Facility 82-303
County: Sampson
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 4896
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner,
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
Wean to Finish
776 gal/yr
gal/yr
4896
Feeder to Finish
927 gal/yr
4,538,592 gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 4,538,592 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibslyr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
4896
Feeder to Finish
1.67 Ibs/yr
8,176 Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 8,176 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 53.46
Total N Required 1st Year: 12132.33
Total N Required 2nd Year: 7692.30
Average Annual Nitrogen Requirement of Crops: 9,912.32
Total Nitrogen Produced by Farm: 8,176.32
Nitrogen Balance for Crops: (1,736.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

SpecificationsReception Area
3(a) of 11
3(a) of 11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1stCrop 1stCrop LbsN/Ac Lbs N Total lbs N'
Acreage Type Code Apply Yield lbs N/Unit Residual /Ac Utilized
ffer.-.T.�
--------------------
Totals: 53.46 ,. 0 7692.304
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
4896 Feeder to Finish
0.34 1664.64
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1664.64 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8323.2 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 27 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 66.5856 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
in/hr
* inches
1
NoA
D
0.5
1
2
Ra
D
0.4
1
4
Ra
D
0.4
1
5
Ra
D
0.4
1
6
Ln
D
0.5
1
PP1
Ra
D
0.4
1
PP2
Ra
D
0.4
1
Sub 1
NoA
D
0.5
1
Sub 2-4
Ra
D
0.4
1
Sub 5
Ra
D
0.4
1
Sub 6
Ln
D
0.5
1
Sub PP1
Ra
D
0.4
1
Sub PP2
Ra
D
0.4
1
6of11

Additional Comments:
Any/all fields listed as "Optional Fields" are not required to be in any of the
crops listed in this plan unless they are actively being applied to or will be
ied to.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
WTW Farm Facility 82-303
Warren Williams
/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
Warren Williams
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: Toni W. King
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw. NC 28398
Telephone:
Signature:
293-3434
Cz- 2-0 -z-3
Date
Date
i;, - � � , 'Z3
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not
covered with waste to a depth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of the crop or forages breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The
outer perimeter of the land area onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge
or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields
have been approved as a land application site by a "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the
vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is responsible for
obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to
prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human
consumption. However, if animal waste is used on crops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary
storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least once every three
yeares at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting
in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be
monitored and alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years. Waste application records for all other waste shall be
maintained for a minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Warren Williams - WTW Farm, AWS820303 County: Sampson
Address: 383 Wilmington Rd Wetted Acreage w/Digester
Turkey, NC 28393 Date: 12/7/2023
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
Fld 1
2.45
Norfolk
0-2
Row Crops
0.5
1
Pull 1
Fld 2-4
9.18
Rains
0-2
Row Crops
0.5
1
Pulls 2-4
Rd 5
4.3
Rains
0-2
Row Crops
0.5
1
Pull 5
Fld 6
5.3
Lynchburg
0-2
Row Crops
0.5
1
Pull 6
Fld PP1
8.38
Rains
0-2
Row Crops
0.5
1
Pivot PP1
Fld PP2
7.31
Rains
0-2
Row Crops
0.5
1
Pivot PP2
36.92

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: ABI 90 Traveler w/Nelson 150
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.) Length(ft) (feet) (Inches) at Gun(DSi) at reel(osi] Pattern Comments - Acrps npr mill
1
3.51
0.62
221.5
-
320
270
1.08
60
90
220
r -
2.45
2
3.18
0.41
235
791
270
1.08
60
90
330
5.37
4
5.84/3.18
0.76/0.41
1501235
4791196
270
1.08
60
90
1801330
3.81
5
3.18/5.84
0.44/0.76
2431151.5
359/445
270
1.08
60
90
3301180
4.30
6
3.18
0.41
243
776
1 270
1 1.08 1
60
90
330
5.30
PP1
Center pivot acreage computer
calculated; machine length - 287.7' w/end gun radius - 91.6'
8.38
PP2
Center pivot acreage computer calculated; machine length - 262.9' w/end gun radius - 91.7'
7.31
TOTAL
36.92

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
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 H drant(hr.) Comments -Acres per zone
0
TOTAL 0.00

Sheet4
TABLE 4 - Irrigation System Specifications
PP1
PP2
Traveling
Solid Set
Pivot/Linear
Pivot/Linear
Pivot/Linear
Irrigation Gun
Irrigation
Irrigation
Irrigation
Irrigation
Flow Rate of Sprinkler (gpm)
182
0
175
175
0
Operating Pressure at Pump (psi)
#DIV/O!
#DIV/0!
65.0
65.0
#DIV/O!
Design Precipitation Rate (in/hr)
0.38
0.00
See Chart
See Chart
See Chart
Hose/Machine Length (feet)
984
XXXXXXXX
287.7
262.9
262.9
Type of Speed Compensation
Mechanical
xxxxxxXX
xxxx XXX
xxxxxxXX
xxxxxXXX
Pump Type (PTO, Engine, Electric)
Engine
Engine
Engine
Engine
Engine
Pump Power Requirement hp
#DIV/O!
#DIV/O!
#DIV/O!
#DIV/O!
#DIV/0!
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

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, 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:
`

Sheet6
Narrative of Irrigation System Operation
This design dated 12/7/2023 is for a "wetted acreage" recalculation due to a proposed digester addition to an
existing facility. The acres were calculated based on the equipment specified and the charts created by NCSU
for calculating Area Allowances for Hard Hose Traveler Systems. The pivot acreages were computer
calculated based on the equipment specifications.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
270 feet * Reflects a 10% reduction from chart
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
189 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
74 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.38 in/hr
300 degree arc =
0.45 in/hr 330 degree arc = 0.41 in/hr
220 degree arc =
0.62 in/hr
180 degree arc =
0.76 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches 360 degree arc = 2.92 ft/min
300 degree are = 3.51 ft/min 330 degree arc = 3.18 ft/min
220 degree arc = 4.67 ft/min
180 degree are = 5.84 ft/min
Mainline Velocit
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
*'For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/01 ft/sec.
Page 1

Sheet7 (3)
CALCULATIONS
Pivot/Linear Specifications PP1
Pivot/Linear Type: Valley Standard 8000 w/Nelson NV100 End
Gun w/0.6 Nozzle
Machine Length:
287.7 (feet)
End Gun Radius:
91.6 (feet)
Base Pressure:
55 psi
Pipe Diameter:
6 (inches)
Flowrate(GPM):
175 gpm
Machine Flow:
100 gpm
Wetted Length:
379.3 feet
End Gun Flow:
75 gpm
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Velocit
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= 4.46 ft/sec.
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance. feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.63 feet/100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Maximum Machine Friction Loss
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.26 feet/100 feet
Max. Mainline Loss = 0.7 feet or 0.3 psi
Page 1

Sheet? (4)
CALCULATIONS
Pivot/Linear Specifications PP2
Pivot/Linear Type: Valley Standard 8000 w/Nelson NV100 End
Gun w/0.6 Nozzle
Machine Length:
262.9 (feet)
End Gun Radius:
91.7 (feet)
Base Pressure:
55 psi
Pipe Diameter:
6 (inches)
Flowrate(GPM):
175 gpm
Machine Flow:
100 gpm
Wetted Length:
354.6 feet
End Gun Flow:
75 gpm
Application Rate
See Manufacturers Specifications Sheet
Travel Speed
See Manufacturers Specifications Sheet
Mainline Velocit
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= 4.46 ft/sec.
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.63 feet/100 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Maximum Machine Friction Loss
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.26 feet/100 feet
Max. Mainline Loss = 0.7 feet or 0.3 psi
Page 1

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Valley Dealer
ED BULLARD IRRIGATION
3315 Hayfield Rd
PO Box 85
Wade, NC 28395
USA
Dealer No:
00002068
Parent Order No.
Sprinkler Order No. 10425809
Plant McCook Parts
vail mw ont-Pf
OttGATIgN
Customer
Ed Bullard Irrigation
3315 Hayfield Rd
PO Box 85
Wade, NC 28395
UNITED STATES OF AMERICA
Field Name
Dealer PO
Order Date 6/23/2005
Promise Date 6/28/2005
Method Of Shipment W/SYS
1 Span Valley Standard Pivot 8000
Machine Flow 175 GPM
Pivot Pressure 55 PSI
Cover Sheet - 6/23/2005 Page 1

Parent Order No
Dealer FDBULLARDIRRIGATION Sprinkler order No 104258o9
Customer FA Bullard irrigation
Field Name
Valley Standard! Pivot 8000 MaShine Summary
Span and Overhang
4 Length Pipe Coupler D. U. -
Model Qty ' Ft O.D. In Spacing Qty profile Tire
6000 1 180.0 6 518 109 20 Standard 16.9 x 24 Maxi Float
8000 1 82.0 6 $IS 110 12
Messages
Caution:
None
Dealer,
None
Sprinkler -- Available Outlets
Spr_n_ er Co_nf gurat.on
an ae- t
Va11ey'U-Pipe 6 Galvanized 314 M NPT x 314 M Bose
Outlets
2,20,1
Black Hose Drop Variable Length 42" Ground Clr
23,26,2
2PI,2
Valley Regulator PSR 30 3/4 F NPT
ON
Valky Slip Weight 26 2.0 Poly
Nelson TR3000 D4 - Green 314 M NPT
156.83 Ft Total Drop hose Length
Field Area Flow
r---��--------------------------�
1 9.1 Acres Total 1
5.0 Acrea: Pivot 360,
= 4.1 Acres: EG On 100% ;
262.9 Ft. Machine Length
91.7 Ft. End Gun Radius
L----- ----- ------------•-_______.�
175 Gallons Per Minute
19.30 GPM/Acre
1.02 In/pay App Rate
0,098In. App Depth @ 100t
75.1 GPM End Gun
Pressure LRDU Drive Train
---------------- .------------ ------RPM-Cent -----rivc------------------
55 PSI Pivot Pressure 34 RPM Center Drive @ b0 Hz freq.
Inlet Pressure 15.9 x 24 maxi Float Tire
= 0,0 £t. Highest Elevation 152;1Wheel GS Ratio, LRDU Dist 180.6 Ft. j
1 0,0 £t. Lowest Elevation ; Z3 Hrs/360e @ 100% (glg (et/Min ;
------------------------------------ "------------------------------------------ -- --
Cover Sheet- 6/231?A05 Page 2

parent Order No
Dealer ED BULLARD MMGATION Sprinkler Order No 104258o9
Customer Ed Bullard Irrigation
Field Name
Valley Standard Pivot 8000-Machine Summary
Pressure Loss
Pipe P-- pe 1pe Lose r-------------------------------------------- -- ------- ----------
Length Ft I_D. In Finish C-Factor PSI
`��. Nelson NV100End Gun
235.5 5.41 Galvanized 150 1.1
' 0.6Nozzle ;
27.4 3.79 Galvanized 150 03r Booster Pump 1
Total 1 A I......... -----------------------------�
Span Flow
Span Irrigated Rqd Act
Number
Length
Acres
GPM
1
174.2
2.4
43.9
O/11
92.3
2.6
49.8
EG
91.7
4.1
7&9
Totals 9.1
Drain Sprinkler 5.7
'fatal Machine Flow
Reid Act
GPM GPM/Acre GPM/Acre % Deviation
46.7 18.67
49.8 18.94
7&1 19.30
171.6
6.z
177.8
19.85 6.3
18.94 -0.0
18.39 4.7
Advanced Options
;bra1-673pr.nkTe"r- _ TSetininge= bi=ec-tronaf-------------
Last Sprinkler Coverage - 1.0 it
Sprinkler Coverage Length a 263.9 ft
IvUse Last Coupler- YES
IMinimum Mainline Pressure --6_0 PSI--_-_-_____-r_--------'
Shipping Options
trip 6"r"op itsrd"ware------------------------------------------
- -_
(Ship Rndgun Nozzle
Ship 6ndgun & Hardware
Do not ship Endgun Valve / Nozzle Valve Hardware
r
not ship Boosterpump Hardware
Cover Sheet - 6123/2005 Page 3

Parent Order No Dealer ED BULLARDIMGA11ON Sprinkler Order No
10425809
Customer Ed Bullard Irrigation
Field Name
Yalley_Stpndprd Pivot RM ,$Grinkler Chart Disclaimer_
WARRAM
The information presented in the attached Default Sprinkler Report, Setup Sprinkler Report, and Percent 'rimer Report is based on
variables which cannot be totally controlled by Valmont (including, but not limited to; pivot pressure, inside pipeline surface, end gun
throw, end gun are setting, tire slippage, tire pressure, field slopes, soil variations, sprinkler package installation, well capacity,
center drive motor voltage, center drive motor frequency, climatic conditions and other elements and circumstances beyond Valmont's
reasonable control). Valmont makes no warranty for this sprinkler package's uniformity and/or distribution of. water or chemicals,
accuracy or consistency of the application depth, and machine rotation time. Furthermore, Valmont makes no representations or
recommendations as to percentage timer settings, water application rates, irrigation scheduling, and other similar or dissimilar
irrigation/farm management decisions.
LIABILITY
The responsibility and obligations lie with the end user to determine if the sprinkler package/report received matches the machine
configuration and field conditions (including but not limited to: sprinkler type, sprinkler spacing, sprinkler height, pressure regulator
type, crop, soil type, span lengths, last regular drive unit tire type, last regular drive unit motor, and pipe diameters). VALHONT
ASSUMES NO LIABILITY OF WHATSOEVER NATURE OR KIND FOR CROP LOSSES OR OTHER DWGES (INCLUDING CONSEQUENTIAL DAMAGES) CAUSED BY THIS
SPRINKLER PACKAGE.
SPMNXLER REPORT GENERALINFORMATION
Sprinkler reports are created using information from the Sprinkler order Transmittal received or as given verbally to a Valmont Customer
Service/Parts Representative and is considered by Valmont to be accurate.
Pivot tower length begins at the center of the riser pipe inlet and ends at the center of a flex joint. Intermediate length span begins
and ends at the center of a flex joint. Last span length begins at the center of a flex joint and ends at the last pipe flange.
Pivot pressure begins at the first coupler on the pipeline downstream of the pivot elbow. End pressure stated by the report will be
within a range of -0 to +1.1 PSI of the specified end pressure at the end of the machine pipeline. Calculated pressure stated by the
report will be within a range of -0 to +1.1 PSI of the minimum sprinkler pressure specified by Valmont or its sprinkler suppliers.
Pipeline pressure and drop length stated by the report for an under truss span are adjusted for elevation change due to crown height,
tire size and drive unit profile.
Calculated sprinkler ground clearance extends from the ground surface up to the point where the water exits the sprinkler.
Highest elevation stated by the report is prorated over the first 30% of machine length with the remaining machine length at the highest
elevation and is only used with sprinkler packages containing pressure regulators.
Non -pressure regulated machines are considered to be on level ground. Pressure regulators will have a minimum inlet pressure of 5 PSI
Plus their nominal pressure rating.
End gun coverage area can be over watering or under watering based upon end gun nozzle size and/or booster pump flow limitations. An
auxiliary and gun will be specified by the sprinkler report when requested by the customer and the and gun required flow is at least 10%
greater than the maximum flow of the primary end gun.
The Percent Timer report is based upon typical operating conditions. Valmont recommends monitoring the machine for at least one pass
through field to obtain an accurate rotation time.
Water application rates and rotation times may vary with a corner machine operating in chemigate mode.
Disclaimer-G/73l2005 Page i

Parent Order No
Cpl
No
Dist
From
Pivot
Spk
No
Dist
Last
Spk
Nozzle
Size
1
5.4
Gauge
Sprinkler -. Nelaon Rotator
--------------------------
2
14.4
1
16
3
23.4
9.0
Plug
4
32.4
2
16.0
16
5
41.4
9.0
Plug
6
50.4
3
16.0
16
7
59.4
9.0
Plug
8
69.4
4
18.0
18
9
17.4
9.0
Plug
10
06.4
5
18.0
21
11
95.3
8.9
Plug
12
104.3
6
17.9
23
13
113.3
9.0
Plug
14
122.3
7
16.0
25
15
131.3
9.0
Plug
16
140.2
a
17.9
26
1?
149.2
9.0
Plug
18
158.2
9
18.0
28
19
161.2
9.0
Plug
20
176.2
10
18.0
30
21
180.0
3.8
B.P.
180.6
Tower Number : 1
22
195.2
w
9.0
Plug
23
194.3
11
18.1
31
24
203.5
9.2
Plug
25
207.0
12.7
Plug
26
212.6
12
18.3
33
21
221.7
9.1
Plug
28
230.9
13
18.3
35
29
234.5
3.5
Plug
Default Sprinkler Chart - 612Y2905
Dealer ED BULLARD 1MGATIom Sprinkler Order No 10425809
CustOmer Fd Bullard Irrigation
Field Name
Vnlley_StandFird Pivot 80000 Machine Spr4nlrler Chart
Co lot Spk Wear Drop Regulator Line Spk Rqd Act
Model Pad Length PSI PST GPM GPM
55.0
Lavender
TR3000
D4•Green
119
PSR 30A
54.6
32.1
0.1
2.5
Lavender
TR3000
D4-Green
131
PSR 30A
54.3
32.1
1.6
2.5
Lavender
TR3000
D4-Green
139
PSR 30A
54.0
32.0
2.4
2.5
Gray
TR3000
D4 - Green
144
PSR 30A
53.8
32.0
3.3
3.1
Turq/Yellow
TR3000
D4-Green
147
PSR 30A
53.7
31.9
4.2
4.2
Yellow/Red
TR3000
-D4-Green
147
PSR 30A
53.7
31.8
5.0
5.1
Red/White
TR3000
04-Green
143
PSR 30A
53.8
31.6
5.9
6.1
Whita
TR3000
D4- Green
137
PSR 30A
54.0
31.5
6.8
6.6
Blue
TR3000
D4-Green
128
PSR 30A
54.4
31.3
7.1
7.1
Dark Brown
TR3000
D4-Green
116
PSR 30A
54.8
31.2
8.6
8.7
Span Length : 179.6
Dk Brown/Orange
TR3000
D4-Green
119
PSR 30A
54.7
31.0
9.5
9.2
Orange/Dk Green
TR3000
D4-Green
126
PSR 30A
54.3
30.7
10.5
10.5
Dk Green/Purple
TR3000
D4- Green
137
PSR 30A
54.0
30.5
11.4
11.7
l

Parent Order No
Cpl
Dist Spk
Dist
Nozzle
No
From No
Last
Size
Pivot
Spk
--
r.-j-
Plug
31
249.2 14
18.2
41
32
258.3
9.2
Plug
Dealer ED BULLARD MRIGATION
Customer Ed Buliard Irrigation
Field Name
Valley Standard Pivot 802QMacbinr.Snrinklyr Chart
Color Spk Wear
Model Pad
Dk TdrglMustard TR3000 D4 - Green
Sprinkler Order No 10425809
Drop Regulator Line Spk Rqd Art
Length PSI PSI GPM GPM
146 PSR 30A 53.6 29.2 16.2 16.0
Sprinkler . Senninger Spray
--------------------------- 7
33 261.9 15 12.7 11 Yellow Direcmnai 53.6 53.6 5.7 6.2
262.5 Overhang Span Length : 82.3
Sprinkler. Nelson Endgun _T
34 262.9 16 1.0 0.6
Endgun Are Settings: Forward Angle: 45 Reverse Angle: 85
NV100
53.6 52.5 78.9 15.1
177.9
Default Sprinkler Chart - 612312005 2

Parent Order No
Based on Inches
Dealer ED BULLMW IRRIGATION Sprinkler Order No 10423809
Customer Ed Bullard Irrigation
Field Name
Valley Starida a PIV2t 8000 Percent Timer Data
Based an °%Timer
Inches Per
Pivot
Hours Per
360 Decress, In
Is Timer
360 Degrees
0.098
100.0
2.3
1.00
9.8
23.5
1.25
7.8
29.5
1.50
6.5
35.4
1.75
5.6
41.1
Field Araa
------------------
9,1 Acres Total
SoAcres: Pivot 3600
U Acres: EG On 100%
262.9 Ft. Machine Length
91.7 Ft. End Gun Radius
Flaw
175 Gallons Per Minute
19.30 GPM/Acre
1.021n/Day App Rate
0,0981n. App Depth @ 100%
75.1 GPM End Gun
Pivot
Timer
100.0
90.0
80.0
70.0
50.0
50.0
45.0
40.0
35.0
30.0
25.0
20.0
17.5
15.0
12.5
10.0
7.5
5.0
Pressurc
55 P5I Pivot pressure ;
l Inlet Pressure
! 0.0 Ft. Highest Elevation 11
i 0.0 Ft. Lowest Elevation ;
Inches Per Hours Per
360 Degress, In 360 Degrees
0.098 2.3
0..11 2.6
0.12 2.9
0.14 3.3
0.16 3.8
0.20 4.6
0.22 5.1
0.25 5.B
0.29 6.6
0.33 7.7
0.39 9.2
0.49 11.5
O.S6 13.1
0.65 15.3
0.78 18.4
0.98 23.D
1.31 3o.7
1.9b 46.0
LRDU Drive Train
- 34 RPM Center Drive @-��� 60Hz�freq_ _ ;
r
116,9 x 24 Maxi- Float Tire '
r
SZ•l wheel GH Ratio, LRDU Dist 190.6 Ft . r
23 Hrs/360 @ 1004 t 8.18 1 Ft/Min j
i
�.}�54101!!}gI '
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont:
(including, 'but not limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire
pressure, field slopes, soil variations, sprinkler package installation, well capacity, center drive motor voltage, center drive motor
frequency, climatic conditions and other elements and circumstances beyond Valmont's reasonable control)
Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate rotation time.
Percent Timer - 6/2312005 Pago )

tinkles Order No 10425g09
Page 1

Parent Order No
Dealer ED BULLARD 111RiGATION
Customer Ed Bullard Irrigation
Field Name
V%1le,-_' tandard Pivot $000 Bill bf aterials
Part
Rty Number Description
1 0211047 NPL MS 2 X 41/2 GV SCH 40 ~
1 0211069 NPL MS 3/4 X 12 GV SCH Oil
14 0227230 REG PR 30 PSI 314 FEM X 3M FEM PSR
1 0232601 PRESSURE GAUGE 0-100 PSI
14 0232603 VLV MS SENNINGER BALL VLV 3/4"FNPT X 314"MNPT
1 0241005 FIT ER 314 X 90 GV
1 0241012 FIT ES 314 X 90 GV
1 0244038 FIT PB 1 X 3/4 GV REDUCER
14 0271077 HSE IT 34' MNPT X 314" HOSE BARB
14 0271080 HSE CL t 1116" HOSE CLAMP -CRIMP
14 0271084 HSE CL 1 1/4" S.S. HOSE DROP CLAMP
1 0272033 HSE Wr 3/4" FLEX X250 FT. ROLL
14 0430629 SPK PC) D4 8 DEG ROTOR PLATE (GREEN)
14 0430600 SPK MS NELSON ADAPTER 3/4 MNPT X SQUARE THREAD
14 0430602 SPK MS NELSON CAPIMOTOR ASSM FOR R3000
3 0430616 SPK NZ 3TN 161128 LAVCNDCR
1 0430618 SPK NZ 3TN i81126 GRAY
1 0430621 SPK NZ 3TN 21/128 TURQUOISENELLOW
1 0430623 SPK NZ 3TN 23/128 YELLOWIRED
1 043013325 SPK NZ 3TN 251128 RED/WHITE
1 0430626 SPK NZ 3TN 261120 WHITE
1 0430628 �PK NZ 3TN 28/128 BLUE
1 0430630 SPK NZ 3TN 301128 DARK BROWN
1 0430631 SPK NZ 3TN 311128 DARK BROWNIORANGE
1 0430633 SPK NZ 3TN 331128 ORANGFJDARK GREEN
1 0430636 SPK NZ 3TN 351128 DARK GREENIPURPLE
1 0430641 SPK NZ 3TN 411128 DARK TURQUOISEIMUSTARD
14 0430663 SPK MS N3000, T3D00 BODY BLACK
1 0496110 SPK NZ SPRAY NZ #11 ORF .172
1 0500700 SPK NZ TAPERED SR100 NELSON 0.6T
1 0605052 SPK CP SRNV100-ECN END GUN 2" BASE
14 0994386 2 LB. HOSE DROP WEIGHT - POLYETHYLENE
14 0996972 U-PIPE W/BARBED END
1 1926125 END GUN ELBOW
Total Net Weight (lbs):
Bill of Materials W10 Pricing - 6/23/2005
129.1!

Valley Dealer
ED BULLARD IRRIGATION
3315 Hayfield Rd
PO Box 85
Wade, NC 28395
USA
Dealer No.
00002068
11 Parent Order No. 10419246 ii
Sprinkler Order No. 10425799
Plant McCook Manufacturing
IRR.I'GAMON
Customer
DAIL BROTHERS Tv4n) Pam+ $
825 NC 24 East
Kenansville, NC 28349 TP!
USA
P;,-Irl ATnmp
Dealer PO
Order Date 6/23/2005
Promise Date 06/28/2005
Method Of Shipment W/SYS
1 Span Valley Standard Pivot 8000
Machine Flow 175 GPM
Pivot Pressure 55 PSI
Cover Sheet - 6/23/2005 Page 1

Parent Order No 10419246 Dea ler ED BULLARD IRRIGATION Sprinkler Order No t0425799
Customer DAIL BROTHERS
Field Name
Vale�anda[d Pivot 8000 Machine Summary.
Span and Overhang Field Area Flow
Length Pipe Coupler
Model Qty Ft O.D. In Spacing Qty profile Tire
8000 1 204.9 6 5/9 t0g 23 Standard 16.9 x 24 Mail Float
8000 t 82.0 6 519 l l0 12
Messages
Caution:
Nona
Dealer:
None
Sprinkler-- Available Outlets
Spr nk er Cont qurat on
Range t)
Valley U-Pipe 6 Galvanized 314 M NPT x 3/4 M Hose
Outlets
2,22,1
Black Soso Drop Variable Length 42" Ground Clr
25,35,1
Valley Regulator PSR 30 3/4 F NPT
Valley Slip Weight 26 2.0 Poly
Nelson TR3000 D4 - Green 314 M NPT
193.15 Ft Total Drop Hose length
r------------------ — ------------ -� r-------------------------- "-------
10.4 Acres Total i t75 Gallons Per Minute S
b.0 Acres, Pivot 3600 ; ib.86 GPM/Acre
4.4 Acres: EG On 1008 I 0,gg In/Day App Rate
287.7 Ft, Machine Length j 1 0,048In. App Depth @ 100% 1
91.6 Ft. End Gun Radius l 1I 75,0 GPM End Gun
----- ^------------------- ------�-- L---------- ----------------- ------
Pressure LRDU Drive Train
____ ------------------- r—---------------`-------- ---------- ------
55 P5I Pivot Pressure 68 RPM Center Drive @ 60 Hz freq.
i inlet Pressure S 16.9 x 24 Maxi Float Tire i
G0,0 Ft. Highest Elevation ; SZ;lWh.el GB Ratio, LRDU Dist 205.4 Ft.
0,0 Ft. Lowest Elevation 1.3 Hrs/360" @ 100% { 16.36 1 Ft/Min l
4 ,
Cover Sheet - 6/23/2005 " p age 2

Parent Order No 10419246 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10425799
Customer DAIL BROTHERS
Field Name
V011e:; Standard Pivot 8000 Maebine Sutnm9n
Pmssum Loss
Pipe pipe
Pipe
Loss
Length Ft I.D. In
Finish
C-Factor
PSI
.260.3 6.42
Galvanized
ISO
1.1
27A 3.79
Galvanized
150
0.5
Total -
1.6
Span Flow
Span
Irrigated
Rqd
Act
Rqd
Act
Number
Length Acres
GPM
GPM
GPM/Acre
GPM/Acre
%,Deviation
1
199.0 3.0
48.0
51A
1S.79
16.89
7.0
01H
82.3 2.9
46.9
46.9
16.02
16.04
0.2
EG
91.6 4A
74.3
75.0
16.86
17.02
0.9
Totals
10.3
173.3
Drain Sprinkler
S.5
5.1
Total MachineFlow
178.4
f------------ --------- ------------------------------------------
i
Ntlsan NYt00 End Gun
0.6Nozzle
Booster Pump
------------ --------- w.....................
�
AdvanwA Options
__- --- -- ------ ---- ------ -- - r- -- ----------
@rain 3rpr3.nkler � Benninger Zii'rectional----- -" l
'Last Sprinkler Coverage - 2.0 ft
'Sprinkler Coverage Length . 268.7 ft i
Use Last Coupler- YES
(Minimum Mainline Pressure w 6.0 PSI 1
-------------------------- ---------------------------------------- ----=
Shipping Options
fsrli1p-MF6p Hardware-"------------------------ ------ -----------1
Ship Endgun Nozzle
(Ship Endgun & Hardware
!Do not ship Endgun Valve / Nozzle Valve Hardware
Mo not ship Boosterpump Hardware
------------------------------ -----------------------------------------'
Cover Sheet - 6/23/2005 Page 3

Parent Order No Dealer ! ]
10d192d6 ED BULLARD IRRIGATION sprinkler Order No 10425799
Customer DAD, BROTH
Field Name
Valley Standard Pint $000 Sn_rinklerChart biscl imer
WARRANTY
The information presented in the attached Default Sprinkler Report, Setup Sprinkler Report, and Percent Timer Report is based on
variables which cannot be totally controlled by Valmont (including, but not limited to; pivot pressure, inside pipeline surface, end gun
throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations, sprinkler package installation, well capacity,
center drive motor voltage, center drive motor frequency, climatic conditions and other elements and circumstances beyond Valmont's
reasonable control). Valmont makes no warranty for this sprinkler package's uniformity and/or distribution of water or chemicals,
accuracy or.consistency of the application depth, and machine rotation time. Furthermore, Valmont makes no representations or
recommendations as to percentage timer settings, water application rates, irrigation scheduling, and other similar or dissimilar
irrigation/farm management decisions.
LIABILITY
The responsibility and obligations lie with the end user to determine if the sprinkler package/report received matches the machine
configuration and field conditions (including but not limited to: sprinkler type, sprinkler spacing, sprinkler height, pressure regulator
type, crop, soil type, span lengths, last regular drive unit tire type, last regular drive unit motor, and pipe diameters), VALMONT
ASSEMS NO LIABILITY OF WNATSOEVER NATURE OR KIND FOR CROP LOSSES OR OTHER DAMAGES (INCLUDING CONSEQUENTIAL DAMAGES) CAUSED By THIS
SPRINKLER PACKAGE.
SPRINKLER REPORT GENERAL INFORMATION
Sprinkler reports. are created using information from the Sprinkler Order Transmittal received or as given verbally to a Valmont Customer
Service/Parts Representative and is considered by Valmont to be accurate.
Pivot tower length begins at the center of the riser pipe inlet and ends at the center of a flex joint. Intermediate length span begins
and ends at the center of a flex joint. Last span length begins at the center of a flex joint and ends at the last pipe flange.
Pivot pressure begins at the first coupler on the pipeline downstream of the pivot elbow. End pressure stated by the report will be
within a range of -0 to +1.1 PSI of the specified end pressure at the end of the machine pipeline, Calculated pressure stated by the
report will be within a range of -0 to +L.1 PSI of the minimum sprinkler pressure specified by Valmont. or its sprinkler suppliers.
Pipeline pressure and drop length stated by the report for an under truss span are adjusted for elevation change due to crown height,
tire size and drive unit profile.
Calculated sprinkler ground clearance extends from the ground surface up to the point where the water exits the sprinkler.
Highest elevation stated by the report is prorated over the first 30% of machine length with the remaining machine length at the highest
elevation and is only used with sprinkler packages containing pressure regulators.
Non -pressure regulated machines are considered to be on level ground. Pressure regulators will have a minimum inlet pressure of 5 PSI
plus their nominal pressure rating.
End gun coverage area can be over watering or under watering based upon end gun nozzle size and/or booster pump flow limitations, An
auxiliary end gun will be specified by the sprinkler report when requested by the customer and the end gun required flow is at least 10%
greater than the maximum flow of the primary end gun.
The Percent Timer report is based upon typical operating conditions. Valmont recommends monitoring the machine for at least one pass
through field to obtain an accurate rotation time.
Water application rates and rotation times may vary with a corner machine operating in chemigate mode.
Disc)aimer- 6/23/2005 page I

Parent Order No 10419246 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10425799
Cus t Omer DAIL BROTHERS
Field Name
)Wley Standard kat 8000 [Machine Sprinkler Chat!
Cpl
Dist
Spk
Dist
Nozzle
Color
Spk
wear
Drop
Regulator
Line
Spk
Rqd
Act
No
From
No
Last
Size
Model
Pad
Length
PSI
PSI
GPM
GPM
Pivot
Spk
1
5.4
Gauge
55.0
Sprinkler : Nelson Rotator
2
14.4
1
16
Lavender
TR3000
D4-Green
119
PSR30A
54.8
32.1
0-6
2.5
3
23.4
9.0
Plug
4
32.4
2
18.0
16
Lavender
TR3000
D4-Green
130
PSR 30A
54.4
32.1
1.3
2.5
5
41.4
9.0
Plug
-
6
50.4
3
113.0
16
lavender
TR3000
D4 -Green
139
PSR 30A
54.0
32.1
2.1
2.5
7
59.4
9.0
Plug
8
68.4
4
18.0
•17
Lavender/Gray
TR3000
D4-Green
145
PSR 30A
53.8
32.0
2.8
2.8
9
77.4
9.0
Plug
10
86.4
5
18.0
19
Gray/Turquoise
TR3000
D4-Green
149
PSR 30A
53.6
31.9
3.4
3.5
11
94.8
8.4
Plug
12
103.2
6
16.8
20
Turquoise
TR30D0
D4-Green
150
PSR 30A
53.6
31.9
4.0
3.9
13
111.7
8.4
Plug
14
120.2
7
16.9
22
Yellow
TR3000
D4-Green
149
PSR 30A
53.6
31.8
4.8
4.7
15
129.2
9.0
Plug
16
138.2-
8
18.0
24
Red
TR3000
D4- Green
146
PSR 30A
53.7
31.7
5.7
5.6
17
147.2
9.0
Plug
18
156.2
9
113.0
26
White
TR3000
D4-Green
141
PSR 30A
53.9
31.6
6.4
6.6
19
165.1
8.9
Plug
20
174.1
10
17.9
27
Whita/slue
TR3000
D4-Green
133
PSR 30A
54.2
31.5
7.1
7.0
21
183.1
9.0
Plug
22
192.1
11
18.0
28
Blue
TR3000
D4-Green
122
PSR 30A
54.5
31.3
7.9
7.6
23
201.1
9.0
Plug
24
204.8
12.8
B.P.
205.4
Tower Number : i
Span Length :204.4
25
210.D
12
18.0
30
Dark Brown
TR3000
D4 Green
115
PSR 30A
SA.B
31.1
8.7
8,7
26
219.2
9.1
Plug
27
228.3
13
18.3
27
White/Blue
TR3000
D4-Green
124
PSR 30A
54.5
31.4
7.1
7.0
28
231.9
3.5
Plug
29
237.4
14
9.1
28
Blue
TR3000
04-Green
128
PSR 30A
54.3
31.4
7.5
7.7
Default Sprinkler Chnrt - 6/23/2005
I

Parent Order No 10419246 Dealer ED BULLARD MPJGAIION Sprinkler Order No 10425799
Customer DAILBROTHERS
Field Name
ytdleYStttndnrd Pivot 8000 Machine Sprinkler Chart
Cpl
Dist
Spk Dist
Nox21e
Color
Spk
Wear
Drop
Regulator
No
From
No Last
Size
Model
Pad
Length
Pivot
Spk
3
..
Plug
- -
- -
-
-
31
255.7
15 18.3
29
Blue/Dark Brown
TR3000
D4-Green
137
PSR 30A
32
259.3
3.5
Plug
33
264.9
16 9.1
29
Blue/Dark Brown
TR3000
D4-Green
141
.PSR 30A
34
274.0
9.1
Plug
35
283.2
17 18.3
31
DX Brown/Orangi§
TR3000
D4-Green
150
PSR 30A
Sprinkler
---------------------------
Benninger Spray "
36
286.7
18 3.5
10
'Turquoise
DireclJonai
287.7
Overhang
Span Length : 82.3
Sprinkler_- y welsonEndgun
37 287.7 19 1.0 0.6
Endgun Arc Settings: Forward Angle: 45 Reverse Angle: 85
NV100
Line Spk Rqd Act
PSI PSI GPM GPM
54.0 31.3 1.9 8.2
53.8 31.2 8.3 8.2
53.5 31.0 9.4 9.2
53.4 53.4 5.5 5.1
53.4 52.4 74.3 75.0
176.4
Default Sprinkler Chat - 6123/2005 2

Parent Order No 1041.9246
Based on Inches
healer ED DULLARD 111JUGATION Sprinkler Order No 10425M
Customer DAILBROMER3
Field Name
Vallay Standard Pivot 8000 Percent Timer Data
Based an % Timer
Inches Per
Pivot
Hours Per
360 Degrees, In
lr Timer
360 Degrees
0.048
100.0
1.3
0.50
9.7
13.4
0.60
8.1
16.0
0.70
6.9
18.8
0.80
6.1
21.3
0.90
5.4
2411
Pivot
B Timer
100.0
50.0
so.D
70.0
60.0
50.0
45.0
40.0
35.0
30.0
2S.0
20.0
17.5
1S.0
12.5
10.0
7.S
5.0
Inches Per
Hours Per
360 De- ress,^In
36D Dereas
0,048
1.3
0.05
1.4 j
0.06
1.6
0.07
1.9
0.08
2.2
0.10
2.6
0.11
2.9
0.12
3.3
0.14
3.7
0.16
4,3
0.19
5.2
0.24
6.5
0.28
7.4
0.32
8.7
0,39
10.4
0.49
13.0
0.65
17.3
0.97
26.0
Field Area
Flow
Pressure
LRDU Drive Train
10A Acres Total Y
! 175 Gallons Per Minute '�
i- -55 PSI Plvat-Pressure -
6g RFH Center Drive @ 60 Hz freq ;
1 6.DAcres: Pivot 360°
,L6.86GPM/Acre
inlet Pressure `
Ft. Highest Elevation
16.9 x 24 Maxi Float Tire
GB Ratio, LRDU Dist
4A Acres. EG On 1001
; 0,89 In/Day App Rate j
0.0
Ft. Lowest Elevation
; 52;lWheel 2054 Ft i
Hrs/360 @ 100� ( ? Ft/Min
ngth
287.7 Ft. Machine Ledius
.� ! 0,048 In. App Depth @ ID011
0.0
' 1 3 16.36
91.6 Ft. .End Gun Aa
=
7$,O GPM End Gun
� � l
Z----------------- --------- »---._..:
L---------------------------------------------�-----f
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont
(including, but not limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire
pressure, field slopes, soil variations, sprinkler package installation, well capacity, center drive motor voltage, center drive motor
frequency, climatic conditions and other elements and circumstances beyond Valmont's reasonable control)
Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate rotation time
Percent Timer - 6/23/2DOS Page I

WTW Farm
Fac. No.: 82-303
Wetted Acres
Digester Add't.
Total Fld PP2 = 11.88 Ac.
Wetted = 7.31 Ac.
Sub PP2 = 4.57 Ac.
u
PP2
4.98 Ac. w/o EG
7.31 Ac. w/EG f
Total Fid 1 = 3.36 Ac.
Wetted = 2.45 Ac.
Sub 1 0.91 Ac.
1
Lagoon
0
D
S_ecifications: Pivot PP2
Valley Standard Pivot 8000
w/Nelson NV100 End Gun
w/0.6" Nozzle & Booster Pump
Machine Length - 252.9'
End Gun Radius - 91.7'
Total Flow - 175 GPM
(100 GPM Machine + 75 GPM End Gun)
End Gun Runs 60% of Time
Specifications: Pivot PP1
Valley Standard Pivot 8000
w/Nelson NV100 End Gun
w/0.6" Nozzle & Booster Pump
Machine Length - 287.7'
End Gun Radius - 91.6'
Total Flow - 175 GPM
(100 GPM Machine + 75 GPM End Gun)
End Gun Runs 60% of Time _
200' Setbacks
from Residences 1
25' Setback:
Wet
Area
5
Total Fid 5 = 6.77 Ac.
Wetted = 4.30 Ac.
Sub 5 = 2.47 Ac.
1 7::P 4
Lagoon Total Fid 2-4 = 11.95 Ac.
Wetted - 9.18 Ac.
�1 2 Sub 2-4 - 2.77 Ac.
0.95 Ac•
Proposed Digester
Pullj, Acres
PP1 37 1 2.45
5.97 Ac. w/o EG7 2 5.
8.38 Ac. w/EG • 4 3.81
5 4.30
946 5.30
,yc -_ Total Fid PPt = 11.92 Ac. Total 21.23
C Wetted - 8.38 Ac.
f Sub PP1 = 3.54 Ac.
Total Fld 6 = 7.58 Ac.
Wetted 5.30 Ac.
Sub 6 = 2.28 Ac.
1 / �
200' Setback
from Residence
GRAPHIC SCALE
` oel
400 0 .-200- 400 800
Specifications: Pulls
ABI 90 Traveler w/Nelson 150 Big Gun
w/1.08" Nozzle ® 60 PSI
182 GPM; 270' WD (300x.9)
200' Lane Spacings (TYP)
��
( IN FEET )
1 inch = 400 ft.
2a23

WTW Farm
Fes,. No.: 82-303
Wetted Acres
Digester Add't.
Total FId PP2 - 11.88 Ac.
Netted - 7.31 Ac.
Serb PP2 - 4.57 Ac.
r]
Q
PP2
4.98 Ac. w/a EG
7.31 Ac. W/EG ,
Total Fld 1 - 3.36 Ac.
Wetted - 145 Ac.
Sub 1 0.21 Ac.
1
Sd
Lagoon
t�
Saeciftcatl -. Pivot PP2
Vaiiey Standard Pivot 8000
K /Nelson NV100 End Gun
w/0.6" Nozzie do Booster Pump
Machine Length - 262.9'
End Gun Radius - 91.7'
Total Fiow - 175 GPM
(100 GPN, Machine + 75 GPM End Gun)
End Gun Runt 60% of Time
Sr,ecif_icctionsL,,,_Plvcs Prj.
Valley Standard Pivot 8000
w/Nelson NV100 End Gun
w/0.6" Nozzle do Booster Pump
Machine Length - 287.7'
End Gun Rodius - 91.6'
Total Floe 175 GPM
(100 GPM Mochine + 75 GPW End Gun)
End Gun Runs 60% of Time _
1~
200 Setbacks
from Residences
7
17
25' Setback
Wet
Area
Total Fld 5 - 6.77 Ac,
Wetted - 4.30 Ac.
Sub 5 - 2. 47 Ac_
4
Lagoon Tote[ F1d 2-4 - 11.95 Ac.
Wetted - 9.18 Ac,
r� F7 Sub 2-4 - 2.77 Ac.
p.98 Ac'
0
1�
Digester
P II0 Acres
PP1 1 2.45
5.97 Ac. w/o EG 2 5.37
8.38 Ac. w/EG 4 3.81
5 4.30
6 5.30
�� 4o Total Fld PP1 - 11.92 Ac. Total 21.23
Wetted - 8.38 Ac.
Suer PP1 - 3.54 Aa
Total Fie B - 7.58 Ac.
Wetted - 5.30 Ac.
Sub - 2.28Ar..
r
I 200' Setback
�_,---�frorn Residence
r
GRATIC S.-GALE
Aw 0 tMo 403 am
(INS )
I inch = 400 ft.
ifi tlons: Pulig
ABI 90 Tfaveier w e (son 150 Big Gun
W /1.48. Nozzle * 60 M
182 GPM; 270' ►D (30Ox.9)
20D' Lone Spacings (TYP)