310349_Application_20240307

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310349
2. Facility Name: New Ground Farm
3. Permittee's Name (same as on the Waste Management Plan): Benny H Kennedy
4. Permittee's Mailing Address: 1330 NC Hwy 241
City: Pink Hill State: NC
Telephone Number: 910-298-8368 Ext. E-mail:
5. Facility's Physical Address: 238 Kennedy Ln
City: Pink Hill State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
S. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Christopher A. Turner Phone No.: 910-298-1124
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 2,448
Operation Types:
Zip: 28572
Zip: 28572
OIC #: 26079
Swine
Cattle
Dry Poultry
Other Tvnes
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13, Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
I
Lagoon
8/23/1991
Full, clay
499,217.00
64,469.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): Title: &#1VP L' _
Signature: Date: 7 Z
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

r
1a
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
New Ground Farm (31-349)
Benny Kennedy
1330 NC 241 Hwy
Pink Hill, NC 28572
910-298-1092
06-26-2017
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1095
Beulaville, NC 28518
252-
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
ad117
Signature ner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By -
Technical Specialist Signature Date
--------------------------------------------_--- g 531017 Database Version 4.1 Date Printed: 06-26-2017 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4090
Incorporated
4909
Injected
4909
Irrigated
4090
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
4,090
4986
-896
2,766,292
496,996
Year
4,090
5240
-1,150
2,906,939
-637,643
--------------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
531017 Database Version 4.1 Date Printed: 06-26-2017 Source Page 1 of 1

Narrative
6/26/2017
UPDATED WETTABLE ACRES AND CHANGED FIELD CROPS.
10/l/2001
THIS PLAN IS A REVISION OF THE 12/9/98 PLAN COMPLETED BY RONNIE G. KENNEDY JR
OF AGRIMENT SERVICES INC. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE FARM
AND DISPLAYS THE SAME IN THE CALCULATION TABLES.
NOTE THIS PLAN WILL NOT BECOME EFFECTIVE UNTIL OCT 1, 2001. FIELD 4 WILL BE
CONVERTING FROM CROPLAND TO HAYLAND THE FIRST AVAILABLE DATES FOR THIS
WILL BE SPRING OF 2002 UNLESS A LATE HARVEST FOR THE LAST CROP
OCCURS.(REGULATORS SHOULD TAKE NOTE)
IT IS PERMISSABLE FOR OTHER WINTER ANNUAL CROPS TO BE PLANTED IN PLACE OF
TYPICAL WHEAT SUCH AS RYE GRASS, RYE GRAIN, BARLEY AND OATS.
FIELDS DENOTED WITH HW ARE TO BE UTILIZED BY HONEYWAGON (HONEYWAGON
CERTIFICATION FORM ENCLOSED). FIELD 4 IS COMPUTED IN THE TABLES TO BE
WETTED WITH THE EXISTING HARD HOSE TRAVELER SYSTEM; HOWEVER, IT IS MORE
PRACTICAL, WITH DITCHES PRESENT AND HIGH MGT. AREAS IN THE WAY OF THE
TEMPORARY PIPE, TO IRRIGATE WITH HONEY WAGON.
NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELD
FOR THE USAGE OF IRRIGATED SWINE WASTE, EXCEPT FOR PREPLANT. ALL FIELDS
MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. MR. KENNEDY
PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS
NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS.
---------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 06-26-2017 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5773
Fl(HW)
1.26
1.09
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
5773
F2(HW)
0.59
0.43
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
F2(Sprink)
1.711
1.24
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
Pull 1
2.18
1.89
N/A
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu.
5773
Pull 2
3.66
3.18
N/A
Foreston
Com, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
34 bu.
5773
Pull 3A
I A01
1.20
N/A
Woodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
5773
Pull 3B
1.57
1.45
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
Pull 4A
2.43
2.10
N/A
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
5773
Pull 4B
2.761
2.54
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
1 Pull 5AB
3.92
3.38
N/A
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
5773
Pull 5C
1.35
1.24
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
Pull 6
6.08
5.24
N/A
lWoodington
Corn, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
PLAN TOTALS: 28.91 24.98
531017 Database Version 4.1 Date Printed 6/26/2017
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

M
Potential Leachin
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
Moderate potential to contribute to
Nutrient Management (590) should be planned.
�= 2 &
soluble nutrient leaching below the root
<= 10
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
531017 Database Version 4.1 Date Printed 6/26/2017
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
5773
FI(HW)
Autryville
0.60
1.0
5773
F2(HW)
Autryville
0.60
1.0
5773
F2(Sprink)
Autryville
0.60
1.0
5773
Pull
Foreston
0.50
1.0
5773
Pull
Foreston
0.50
1.0
5773
Pull3A
Woodington
0.40
1.0
5773
Pull3B
Autryville
0.60
1.0
5773
Pull4A
Woodington
0.40
1.0
5773
Pull4B
Autryville
0.60
1.0
5773
Pull5AB
lWoodington
0.40
1.0
5773
Pull5C
jAutryville
0.60
1.0
5773
Pull
lWoodington
0.40
1.0
531017 Database Version 4.1 Date Printed 6/26/2017 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
27.50
55.00
82.50
Hay 6 ton R.Y.E.
300
29.38
13.75
27.50
41.25
Soybean 40 bu
160
15.67
25.78
51.56
77.34
-----------------------------------------------------------------------------------g---------
531017 Database Version 4.1 Date Printed: 06-26-2017 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
109115
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
62
1
2
73
1
3
96
1
4
124
1
5
151
1
6
180
1
7
174
1
8
168
1
9
171
1
10
161
1
11
162
1
12
160
2
1
158
2
2
161
2
3
168
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
154
2
11
130
2
12
104
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------- ------------------------------------------
531017 Database Version 4.1 Date Printed: 06-26-2017 Capacity Page I of 1

Required Specifications For Animal Waste Management
1. 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 that reaches surface
water is prohibited.
2. 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by 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).
------- -------------------------------- -------------------------------------------
531017 Database Version 4.1 Date Printed: 6/26/2017 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
r"I 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 soil surface is frozen.
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 that 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.
----------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 6/26/2017 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
----------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 6/2612017 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually 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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 6/26/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 3A, Pull 4A, Pull 5AB, Pull 6
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): Pull 1, Pull 2
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
---------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 1 of 5

The following crop note applies to field(s): F 1(HW)
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): F2(HW), F2(Sprink), Pull 3B, Pull 4B, Pull 5C
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
---------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 2 of 5

The following crop note applies to field(s): F2(HW), F2(Sprink), Pull 313, Pull 4B, Pull 5C
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): Pull 3A, Pull 4A, Pull 5AB, Pull 6
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Pull 1, Pull 2
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
---------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 3 of 5

The following crop note applies to field(s): F1(HW)
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Pull 3A, Pull 4A, Pull 5AB, Pull 6
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): Pull 1, Pull 2
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fail. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------------------------------------------
531017 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 4 of 5

The following crop note applies to field(s): F1(HW)
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
531017 Database Version 4.1 Date Printed: 06-26-2017 Crop Note Page 5 of 5

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T30LP
T30A
T33A
T37A
Ag-Rain manufactures a complete line of traveling irrigation machines
to fit many different needs. Engine driven machines are available for
applications where water quality does not permit the use of a turbine.
For more information contact the factory or your nearest dealer.

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Standard Features
Radial Inflow Turbine - The heart
of the drive system. This extremely efficient
turbine motor delivers quiet, smooth,
continuous power.
• Automatic Shutdown for the turbine motor.
• Heavy Duty Chassis and frame.
• Retraction Speed Indicator.
• Pressure Gauge.
• Infinitely Adjustable Speed Ranges.
• Speed Compensator.
• Miswrap Safety Stop.
• PTO Rewind. Drive shaft optional.
• Gun Cart with adjustable wheel width.
-Tube Guide to insure proper packing of tube.
• Ball Bearing Turntable.
• Nelson Slow Reverse Gun.
• Gun Cart Lift.
• Stabilizer Legs - crank down style.
• Supply Hose 3" x 30' on T30LP/T30A, 4" x
30' on T33A/T37A. All supply hoses are
fitted with 4 in. male ring lock coupler on
inlet end.
Ag-Rain has more than 30 years experience
in the design and manufacture of traveling
irrigation machines. The highly efficient
turbine motor was developed specifically for
the hard hose traveler to operate with both
fresh and `gray' water.
Ask about additional
Water -Reels° for larger
or smaller areas.
&nm,,-ter
Performance Guide
System
System
Sprinkler
'Width
Length
Acres
Model
Flow Rate
Inlet
Pressure
Irrigated
Irrigated
V"1" is
(G.P.h1.)
(P.S.I.)
(PRS.1.)
(Ft.)
(Ft.)
5 Days
T37A
225
93
60
220
1260
57
250
106
70
230
1265
64
with
300
117
70
245
1273
77
Nelson
350
130
70
255
1278
90
SR15OR
400
143
70
265
1282
102
Sprinkler
420
150
70
270
1285
107
T33A
18o
88
60
210
905
46
with
200
102
70
215
910
51
Nelson
250
112
70
230
915
64
SR150R
300
125
70
245
920
77
Sprinkler
350
140
70
255
925
90
T30A
110
86
60
185
1143
28
with
150
109
60
210
1155
39
Nelson
200
126
70
215
1157
51
SR15OR
245
149
70
230
1165
63
Sprinkler
275
156
60
235
1167
70
T30LP
80
79
60
167
1083
20
120
88
60
185
1092
31
with
150
109
70
200
1100
38
Nelson
180
119
70
210
1105
46
SR10OR
200
122
70
216
1108
51
Sprinkler
220
130
70
224
1112
56
'Width is based on 70% of the wetted diameter
Specifications
Model
T37A
T33A
T30A
T30LF
No. of Axles
1
1
1
1
PE Tube J.D. (in.)
3.7
3.3
3.0
3.0
PE Tube Length (ft.)
1150
800
1050
1000
Dry Weight (Ibs)
7500
4300
4400
4300
Weight with water (Ibs)
12,700
7050
7320
7270
"Speed Range (ft./hr.)
40-200
40-200
40-150
40-150
Shipping Dim (ft. -ins.)
Length
12-8
11-10
11-10
11-10
Width
8-5
7-5
7-5
7-5
Height
11-3
9-7
9-7
9-7
'Note: For higher seeds, up to 400 ft./hr., use an engine drive
Polyethylene Tube - Only PE tube designed and constructed
for the constant coiling and dragging is considered for use
on Ag-Rain Water -Reels. The tubing is backed by a 5 year
pro -rated warranty.
P.E. Tube Repair - A simple "screw -in" mender is available
for repairing the PE tube should it become damaged for
any reason.
707 S. Schrader Ave., P.Q. Box 290, Havana, IL 62644
Phone [phone] Fax [phone]
E-mail: [e-mail] http://www.kifco.com
r:, . w„s�• of c ,Ar.^.�in,I prrJl t imprrner,„eels, pl.oios of machines ,n Nis tealtel may not be idanlical to Curren[ prodoc]ion. The pedorrnsnra knlormawn in this leahel is based an tests croad,rered under a parlicular sal of conditions_ Actual IPM
y:.:tlorrnartee a ,y r,urn this data depenaNj atl 0'1,4ble cirWrnslanCas of I'm, place, mathar, human }u flmom and oNor factors. Spadficatinr s and prices are sublect to change wil6mt notice,
Pruned N ll S-A.

The 70 Series full -circle impacts distribute water
over a large dianieter on higher volume systems.
• Outwear and frost less than brass sprinklers
• Built in repairabi3ity for easy in the field +�
mainienance
• Standard lower bearing pipe thread:
V NPT mace (female also available)
• Flow rates: 8 to 39 gpm (0.52 to 2.5 Vs)
r,
V 7025-1-1 " M
It , ,� -110 -
RP �9!11111
u.S. - Diameter {tell)
Sprinkler Base Press. (psi} 35 40 45 so 55 60 65 70
r14 Nozzle - Blue (7132")
Flaw (gpm)
8,11
8.66
y-20
9.62
10.2
10.6
11.0
11.5
1Mam. at 1.5' helghl ;feet)
106
111
113
115
117
119
121
123
Diam. at 6.0' he,ght (feet) .
114
11E
,21
124
126
178
129
130
#16 Nozzle - Orange (114")
Pow (gpm)
10.7
11.4
12-1
12.8
13.4
14.0
14.6
15.1
Dom. at 1.5' helg11t {feet]
ill
117
120
l23
126
129
131
133
Dram. at 6.0' heighl ifeel)
122
126
129
*1
134
136
137
138
fib Nozzle -Purple (5r32")
Flow (Wm)
13.3
14.2
15.0
15.0
166
17.4
18.1
18.8
Diem, al 1.5' h,&ghl eel)
11a
124
127
129
t34
139
142
144
Diarr. a16.0' helghi (feel)
12a
,32
135
137
f41
144
146
147
020 Nozzle - Dark Turquoise (5J16')
Flow Igpm)
16.0
17.1
18.2
19.2
20.1
21.0
21.8
22.7
Dian. al 1.5' haig4l ffoell
i24
130
124
137
142
140
150
151
Diam, at E.0' l-elgtlt ;feel)
133
137
140
143
147
151
154
156
A3?0
7025RD-1-111M
• 25Q angle for excellent
distance of throw
• Single nozzle design
minimizes clogging
Senninger impacts provide
years of reliable service.
METRIC - Diameter (meters)
(bars) 2,5 3.0 3.5 4.0 4.5 5.0
(P51) 36.25 .. --3 S;i 10.75 58 DO 6a25 72.50
814 Nozzle - Blue (5.55 min)
(Lis)
0.52
0-57 0Al
0-66
0-70
0.73
0.5 in (m)
32-8
- 34.1 3,.1
361
V.0
37.8
2.0 in (m)
1&3
36.5 37.6
38.6
395
40.3
916 Hozzie - orange (0.35 mm)
(Us)
0-69
0.75 0.81
0.87
0.92
0-97
0_1 m (rh)
34.5
36.1 37.6
38.9
40 0
41.1
2.0 in (mn
37.6
39.0 40.0
40.8
416
42.4
-
#16 Nozzle - Purple (7.14 mm)
IL s)
0.85
0.94 1.01
1.C8
1.15
1.21
0.5 m (m)
36.3
383 40.1
41.7
432
44.6
2.0 m (m}
39.5
40,9 42.1
432
44-1
- 45.0
420 Nozzle - Dark Turquoise (7.94 mm)
1U5) '-
1X2
1 12 1.21
1.29
1.37
1,15
0- 5 in (r,.i -
3. 2
40.4 42.3
44.0
45 G
47 1
2-0 m ("
40.5
42.5 44.0
46.2
464
47 ,1
022 Nozzle - Maroon (11132")
I
442 Nozzle - Maroon (8.73 mm)
FAw (gpm) 19.3
20.5
21.8
22.9
24.1
25.1
26.1
27-1
I�gi 1.7;3 -_ 1.34 1.45
1.55
1.65 1.73
[Nmr_ at 1 5' `le gm lfe6t3 125
133
141
148
153
157
160
162
0.5 in (MI $9.7_ 422 44.5
46.6
485 50.2
Diam. at 6.0' he,ght (testy 136
141 :-
146
150
155
159
162
t t'ri
2:9.rn 1r.?f. 4'J.1. - 44 1 45.9
4T5
489 _�0.2
#24 Naz_zie ii4ii1 Blue {9.53 mm}
-- -
2.4
23-9
25.3
26.7
28.0
29.3
3D.A
31.6
tJ6) 1 41. 1 SE 1.E9
1-K
1 91
Dian, all I.S'rle-Vil (reel}. 13
:.138-, =
145
151
156
160
166
171
i}.5 m !.m.1 401-, 43-4 45.9
48.2
50.3
WrA. at EEi' telght (Ie81) 13E
!46- E
150
155
160
164
IV
169
_ z Ir {rrir=- C3=f= 45.3 47.2
48,9
505
Frgr-Y85 r6%10C1 j8fc? rfOrT{ (eBL9 ¢�'KGfn-%3(,`!fE 'iJ:1fF:.E� i5"R'1 f�78A Zlf $L:dC!}' G{ 7rKYNtlHe3f - 9l&'td9/f�s't'
.. ..._..
o[ AfPdt+[I�1r[ at ffie Wr* pf puprr�ox_. _
nazsros and sw&m suav - _4 vareo
Page 12 - Senninger Irrigation Inc. [phone] - Solid -Set Catalog

Full Circle Impact Sprinklers 74 Series
-4o.
N�
0r
J7012 SDB-2-1"M
Other model, available
La are:
7012 SDB-2--Y4"F
Q 7012 SDB-2-1"F
7012 SDB-2-11/4"F
N■t7 SPl4J41 ►11114 t 11 Spw11p if paru 14i1 aat114
� ®
025 RDB-1-1"M
her odels available
e:
!iA025MR
025 RDS-1-3/4"F
DB-1.1"F
PERFORMANCE TABLE FOR r)OiIRI a W)771 r LAnnrr a�ar no
Not.
Press.
PSI
rldxI1
Not
713r by
11164-
1 016x 11
Not
114' by
11164'
r16x S2
N04�
114" by
3r16-
018x 12
Not.
9/32" by
3116-
•IB414
Not.
9132' by
7732
120, 14
Hot.
5116- by
7r32"
122x 14
Not
11In, by
7132'
r24x 14
Not
31a' by
7.32-
GPM
DIA
GPM
DIA
GPM
OIA
GPM
OIA
GPM
DIA I
GPM
GIA
GPM DIA
GPM
DIA
40
14.1
1D9
16.7
115
17.1
115
20.3
117
22.6
111
25.4
119
28 1 122
31 6
t31
45
15.2
111
17.8
118
IB B
It6
21 6
121
24.0
121
27,1
122
30 8 126
33 8
136
50
MD
113
18.8
121
20 0
121
22 8
124
25 4
124
28 7
126
32 4 133
35 5
141
55
16 7
114
19 7
122
21.1
122
24 0
127
26 B
121
30 2
130
34 0 137
37 2
145
60
11.5
1$6
20 6
125
22 0
125
25 2
130
25 0
130
31 7
t 33
35 6 140
38 9
1 j9
65
18.2
118
21.7
128
22.9
123
26 3
132
29 1
132
33 1
137
31 1 144
40 6
152
70
19.0
121
22.6
131
23 6
131
27 4
135
30 4
135
34.5
140
38 6 148
42 2
156
75
19.7
123
23.3
133
24.1
133
28 3
"1
31 5
111
15,8
112
40 0 151
43 8
159
80
20 3
17
24 0
136
25 5
136
292
140
32 6
I40
31 0
145
41 3 155
45 5
163
psi-7.69pA
PERFORMANCE TA13LF FnR CIPjr.] r uny,7r r- unnri
014 *Uk
MI6 hoult
114"
N 11 houl4'
9/32"
Naul4
5116`
tr22 NQultY,
I1/32'
r24 hour!
Li'
1
GPM DU
GPM
Du
CPM
flu
CPIs
OU
I GPM
0U
40
i.t 121
11.5
121
14.6
130
17 2
l32
21 L
116
24 4
145
15
9.4- 123
12 2
Ill
15.5
134
18.9
1)&
22 5
t 42
26 0
151
50
99 15
129
114
163
131
200
140
231
111
215
151
Si
60
]0.4 121
10.9 129
131136
14,2
139
11.2
11,0
141
144
21.0
22 -0
144 .
148
25 0
A
152
ISIS
29 1
106
161
16S
65
10
kL4 l31
11-t l34
14.8
142
11-1
141
23.0
i52
27.4
160
320
IV
15.4
145
19 S
ISO
231
155
24.5
164
33 2
173
7S
122 137
16 -0
I41
20.3
153
24.8
151
29.6
168
14 S
77
80 1
12,6 NO
16.5
151 1
20.9
156 1
25 -7
161
306
171
15]
!11
70 RDB-1-13/4"F i
JM1N ' .
W
7025 ROB-2-1"M
0
Other models available
are:
7025 RDB-2--Y411F
N
N
7025 R013-2-1"F
7025 RDB-2-11/4"F
J
7025 SDB-2-1"M
Other models available
Ire:
0
7025 SDB-2-3/4"F-
7025 SDB-2-1"F
to
7025 SDD-2-11/4"F
N
o 12 S,xerw11ct11t rawcle I4 e18re0 ism vault,
PERFORMANCF TGRI F grip nn1 rot r •1n�-rr r .
Not.
P"Ir.
PS!
P114]
Nw.
1/32" k
1164"
M14r8
Nat
7/J2" by
1/t"
a1641
Nor.
1/4- by
2/64"
#16,6
Not
1/4" by
1/8"
Nk8r1
hat
9/32- by
1/64"
471141
hat.
9/32" by
I/8'
#20,1
hat
5/16" by
1/54"
N29r8
h4r
5/16- t>r
178"
GPr+ DU
GPM Ou
C-- 01A
GPM DIA
CPM Du
GPM D A
CPM Du
CPU pu
40
71.0 121
11.1 121
13 7 124
I1.4 ,I,
16 8 1J0
I1.5 130
19 9 132
20 6 112
4S
$0
11.1 121
12-S 121
14.5 111
IS.3 131
Ill 134
IL6 114
711 1J6
770 U6
12.3 12S
13.1 125
15,) 134
161 111
18.1 138
19,5 Ill
224 k40
21.2 140
SS
13.0 177
17.1 127
16 2 136
17.0 136
191 141
20 -6 141
23 6 144
24 1 111
60
13,6 129
14.5 129
119 139
171 139
20.2 144
216 144
241 141
256 143
65
14.2 131
IS.I 131
17.6 142
11.5 142
21 6 141
22 5 147
25 i 157
111 152
10
75
14.1 134
156 134
183 115
192 145
224 150
233 ISO
268 155
1r1 ISS
15.1 111
16,2 111
19.0 141
20.0 141
231 153
24.3 153
711 IA
28 8 I58
to151
140
i6.1 140
196 ISl
20.6 151
24 0 156
25 D 156
71 8 161
29 a 161
PFRFnClueurr-rAo1 r rr n
hot.
Herr.
PSI
4'14r11
hor,
7/32" by
11761"
816,12
hot
114" by
11/64"
h16,12
hot.
1/4" by
)r16"
t•Id,l2
hat '
91)2" by
3/16"
r18r14
Nui
9/)7" by
U32"
•20,U
hot,
5/16" by
1rR
'72,14
hot
11732" by
Nl?'
•7414
hot
7/a 61
1
VIA pU
GPM Du
CPM pu
CPM Ou
GPM O1A
CPM pu
GPM Ou
CPM O A
40
14,1 121
16,1 121
1) 1 121
20,3 130
225 130
25.4 132
28 7 116
31.5 145
45
15,2 173
Ili I3l
11 8 UI
216 134
24 a 114
21 1 136
101 142
331 151
50
16.0 175
11.8 134
200 134
22 t 138
25.4 W
28.1 140
114 I41
35 5 151
SS
361 121
19 -1 IA
211 136
240 lot
26a 141
10.2 164
340 I51
3)2 161
60
05 129
20.6 139
22 0 139
25,2 "1
28.0 111
31.1 111
35 6 356
38 9 165
65
it 2 131
21.1 147
229 142
26 3 141
29 2 141
J3 1 152
31 1 160
40 6 169
70
19 D 134
22.6 145
23 A 145
11 4 ISO
30 4 150
34 5 r55
31 6 156
42 2 173
]S
19.7 Ill
131 148
24 1 148
21111 151
31 5 153
35 1 151
40 D 161
43 8 117
80
103 140
210 151
n5 151
297 156 1
326 156
]70 16t
4I ] I12
455 131
Staea a rKl
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Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
� Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
,A.
1.
2.
3.
4.
S.
6.
7.
8.
Make and model number i447 -1741A/ 7-30-
Hose length o S"e [feet] and hose inside diameter (ID) 3. 0 [inch]
Gun make and model number 1Vrf Son) SR 151NE AvA/
Gun nozzle size •84 t&8[inch], / ring orifice, taper bore orifice
Gun arc angle -730 [degrees]
Travel lane spacing [feet]. Indicate whether uniform or random.
Number of exterior hydrants Z Number of interior hydrants
Gun wetted diameter Ziaop
{` J]feet[. measured or IV based on gun chart.
Gun pressure `° [psi] observed at working gauge,
determined from gun charts, calculated (show calculations)
Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
Supply line size [inch] (from pump to last hydrant)
Supply line length feet (maximum pumping distance)
Supply line type PVC or aluminum
Pump make and model number
Pump capacity [gpm]
Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
7 *** Information furnished by
r
and/or
ature of owner Cr facility representative Signature of technical specialist
t....t G i..b
Printed nam of owner or facil-K representative Printed name of technical specialist
Date /a f Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
N-.41
]4

(Multiple workslieets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3 ] -- 3'19 Field number (identification) 1
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes - # Exterior lanes 3etf ,feet] Length of pull(L1)
n/�► # Interior lanes -!� # Exterior lanes 1?6"[feet] Length of pull(L2)
# Interior lanes A/14 # Exterior lanes 'YAl [feet] length of pull(L3)
4. Wetted diameter ,2 76 ` [feet] from Field Data Worksheet
S. Spacing frr Hydrant spacing [feet] Vf� [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants ✓Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane Iength (L, Interior or A Exterior (lane/hydrant)
�3 (a) Acres start end of pull from Table cr"ga � Column a
/• 9 (b) Acres middle portion of pull (L1)
{Pull length-?S? f[feet] X Wetted width 2,131
[feet]♦ / 43,S60
D.W (c) Acres stop end of pull from Table 044 Column
Total acres for travel lane length (L]) (Sum: a + b + c)
--?►. Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table 6�999 -t Column a
(b) Acres middle portion of pull (L2)
{Pull length gG [feet] X Wetted width I-WS [feet]) / 43,560
D•4N (c) Acres stop end of pull from Table t5f 0 f Column `1
�•! Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lame Iength (L, - Interior or - Exterior (lane/hydrant)
(a) Acres start end of pull from Table - Column -
` (b) Acres middle portion of pull (L3)
{Pull length - [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel Mane length (U) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
Z• yG (a) Acres per travel lane length (Ll) X I # Lanes = 7- �'(e Acres
! 5 / (b) Acres per travel lane length (L2) X I # Lanes = 1 Acres
- (c) Acres per travel lane length (L3) X - # Lanes = Q- ° O Acres
4/7 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
l.s

(Multiple worksheets may be heeded) HARD HOSE TRAVELER
IRRIGATION SYSTEM
fW Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) � I ~ 3`] a field number (identification) 3 3pr
2. Irrigation system designation 'Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes i # Exterior lanes �7-q!feet] Length of pull(Ll)
I # Interior lanes # Exterior lanes !k +[feet] Length of pull(L2)
# Interior lanes ] # Exterior lanes G Z°l I[feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing 24 Z ` Hydrant spacing [feet] 1<8 % [as a percentage of wetted diameter]
6. Hydrant layout -,-Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattem, spacing, and travel lane location.
Travel lane length (L, Interior or -" Exterior (lane/hydrant)
Q• 9'q (a) Acres start end of pull from Table CZ6 d Column E
.3. Iq (b) Acres middle portion of pull (L1) r
(full length 4 Z'/ [feet] X Wetted width ZtA ! [feet]) / 43,560
�• (c) Acres stop end of pull from Table 2 6& 0 Column e-7—
�• Z � Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane iength (I, --Interior or Exterior (lane/hydrant)
0.76 (a) Acres start end of pull from Table E£4 0 Column G
J t (b) Acres middle portion of pull (L2)
{Pull length 627 [feet] X Wetted width / gZ� [feet]) / 43,560
6-�`/ (c) Acres stop end of pull from Table 6sG o Column G
-?• g Z Total acres for travel Iane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
l • i�V (a) Acres start end of pull from Table _t6&6 Column _q
J. ? 7 (b) Acres middle portion of pull (L3)
[Pull length Z� [feet] X Wetted width 26 I ]feet]] / 43,560
0. 6$ (c) Acres stop end of pull from Table J�45(oo Column 4
5 Z 4 Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
$• ZG (a) Acres per travel lane length (L1) X / # Lanes = S• Z Co Acres
�9 (b) Acres per travel lane length (L2) X I # Lanes = 3. 1 Z Acres
Z (c) Acres per travel lane length (L3) X I # Lanes = 5. Z 7 Acres
ggTotal CAWMP wettable acres for field (Sum: 8a + 81) + 8c)
Wettable Acre Computational Worksheet Completed by:
Signature of technical specialist
(D5
Date:

(Multiple worksheets tttap be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 31 -3It9 Field number (identification)
2. Irrigation system designation ---'Existing irrigation system New/expanded irrigation system
3. Number of travel lanes "'4 # Interior lanes '►11A # Exterior lanes `%SL'feet] Length of pull(L1)
-:,AIIA # Interior lanes " # Exterior lanes [feet] Length of pull(L2)
`vl, # Interior lanes 'le # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter Z'7b [feet] from Field Data Worksheet
5. Spacing � Hydrant spacing [feet] N,/Ar [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants ✓Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L 4Interior or w�!�. Exterior (lane/hydrant)
6. �3 (a) Acres start end of pull from Table E,44V4 Column 6
.5Z (b) Acres middle portion of pull (L1)
{Pull length [feet] X Wetted width ZY-l' [feet][ / 43,560
4• 1 (c) Acres stop end of pull from Table 614 4 Column 4
3.�19 z Total acres for travel Ianee length (U) (Sum: a + b + c)
Travel lane length (L, 1v11 Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table - Column
` (b) Acres middle portion of pull (L2)
{Pull length - [feet] X Wetted width - [feet][ / 43,560
(c) Acres stop end of pull from Table - Column -
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L) "Z/ Interior or -/ Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (1-3)
{Pull length - [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L3) (Sum: a + b + c)
Column
[feet]} / 43,560
Column -
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
�a) Acres per travel lane length (Ll) X # Lanes = � NS' Acres
(b) Acres per travel lane length (L2) X # Lanes = Nlw- Acres
-- (c) Acres per travel lane length (L3) X # Lanes = o 4- Acres
t7w Total CAVVMP wettable acres for field (Smu: Ka + 81) + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
15�

Benny Kennedy Farm
7/12/01.
Hard Hose Traveling Gun System
Wettable Acre Computations
Performance Guide
I
System
System
Sprinkler
Wrdth
Length
Qcres
Model
Flow Rate
inlet
Pressure
E Irrigated
Irrigated
wt1" in
(GPM) �
(PSI)
(PSI)
i (Ft.) j
(Ft.)
6 Days
I
T37A
250
106
0
230
1265 I
64
with Nelson
300
117
70
245 !
1273
77
SR 150R I
350
130
70
255 !
1278
90
Sprinkler I
400
420
143
150
i 70
70
! 265
270
1282 i
12
102
107
—
-
— _J
-
—i
T33A
200
02
0
I 215
910
51
with Nelson
250
112
70
230
915
64
Sprinkler
300
125
70
! 245
920
77
350
110
140
— 86 J
60
255 !
185 '
925
1143
90
28
T30A
with Nelson
150
109
! 60
210
1155 '
39
SR 15OR
200
126
70
215 1
1157
51
Sprinkler
245
149
70
23
116!
63
275
156
60
235
1167
70
80
79
60
167
1133
20
T30A
120
88
60
185
1142
31
with Nelson
150
109
70
200 I
1150 !
38
SR100R
180
119
i 70
f: 210
1155
46
Sprinkler i
200
122
70
! 216
1158
51
— -- ��
220
130 —
' — 70
224
1152
56
Specifications
Model
T37A
T33A
T30A
PE Tube I.D. (in)
3.7
3.3
3.0
PE Tube Length (ft.)
1150
800
1050
Dry Weight (Ibs)
7500
4300
4400
Weight with Water (Ibs)
12,700
7050
7320
Shipping Dim (t. - ins-)
Length
12-8
11-10
11-10
Width
8-5
7-5
7-5
.1dw
Height (on wheels)
11-3
9-7
9-7
1

Benny Kennedy Farm
7/12/01
150 RING NOZZLE 1SOR
150R - Body + Cop + Set of 7 Rings
Specify size when ordering
D:13
0.86" 0.97" 1.08` 18"
6287-086 6287_n97 A70.7.tna A7R7_110
COMPONENTS:
Body Ifir'1G
cap
09773 #6267-111
AM
(�
Flow Perth
1.26" 1.34"
1.41" 1.47"
A1127-11A A107_11/
A1Q7 11l
PSI
j GPM
D1A. FL
GPM
DIA. FT.
GPM
DIA. Fr.
GPM
DIA. FL
GPM
DIA. F.
GPM
DIA. FT.
GPM
DIA. FL
GPM
DIA. FT.
50
100
245
130
265
165
285
205
300
' 255
320
300
335
350
350
1 385
353
60
0
26
143
280
182
300
3
275
335
330
350
385
365
423
368
70
120
270
155
290
197
310
245
330
295
350
355
365
415
380
458
383
80
128
280
165
300
210
320
260
340
315
360
1 380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
i 475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
1425
400
500
415 !
550
419
110
i 150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
157
315
204
335
258
360
320
380
385
400
465
420
545
435
603
439
U.S. - Diameter (1ee1) METRIC - Diameter (meters)
Sprinkler Base Press. (ps]) 35 40 45 50 55 OD 65 70 (pars) 2.5 3.0 3.5 4.0 4.5 5.0
jpsn 36_5 4350 50.75 58.00 65.25 72.50
714 Nozzle - Blue (7132")
Flaw (gpm) 8.11 8.66 9.20 9.69 10.2 10.6 11.0 11.5
Diam, at 1.5' height (feet} 106 1t1 113 115 117 119 121 123
Diam. at 6.9 height (feet) 114 11 B 121 124 126 128 129 130
#16 Nozzle-Orange(114-)
Flow (gpm)
10.7
11.4
12.1
12.8
13.4
14.0
14.6
15.1
Diam. at 1.5 Sleight (feet)
ill
117
120
t23
126
129
131
133
Diam. at 6.0' heighl (t ot}
122
126
129
131
134
130
137
138
#18 Nozzle - Purple (9r32")
Flory (gpm)
13.3
14.2
15.0
15.9
16.6
17.4
18.1
18.6
Diam. at 1.5' height (foetl
118
124
127
129
134
139
142
144
Diam. at 6.0' heighl (feet(
128
132
135
137
141
144
146
147
#14 Nozzle - Blue (5.56 mm)
(Lrs) 0.52 0.57 0.61 0.66 0.70 0.73
0.5 m (m) 32.8 34.1 35.1 36.1 37.0 37.8
2.0 m (m) 35.3 36.5 37.6 38.6 39.5 40.3
016 Nozzle - Orange (6.35 mm)
(Us)
0.69
0.75
0.81
0.87
0.92
0.97
0.5 m (m}
34.5
36A
37.6
38.9
40.0
41.1
2.0 m (m1
37.8
39.0
40.0
40.8
41.6
42.4
#18 Nozzle -Purple (7.14 mm)
(L.'s;
0.85
0.94
1.01
1.08
1.15
1-21
0.5 m (m)
36.3
36-3
40.1
41.7
432
44.6
2-0 m (rni
39.5
40.9
42.1
43,2
44.1
45.0
#20 Nozzle -[lark Turquoise (5il V) #20 Nozzle - Dark Turquoise (7-94 mm)
Flow (gpm) IB-0 17A 1&2 19.2 20.1 21.0 21.8 22.7 (Usy 1.02 1.12 1.21 1.29 1.37 1.45
Diam. of 1.5' height (feel) 124 130 134 137 142 146 150 153 0.5 m (rm) 3R-2 40,4 42-3 44.0 45.6 47.1
Diam. at 6.0' height (feet) 133 137 140 143 147 151 154 155 2.0 in (rn3 40.9 42.5 44.0 45.2 46.4 47.4
#U Nozzle - Maroon (17132') 022 Nozzle - Maroon (6.73 mm)
Flow (gpm) 19.3 20.5 _ 21.8 22.9 24,1 25.1 26.1 27.1 (Lis) 1.2$_� 1.34 1.45 1.55 1.65 1.73
Diam. at 1.5' heighl (feat; 126 133 141 148 153 157 160 162 0'. rn frrt" 39:tj 42.2 44.5 46.6 48.5 _. 50.2-
Diam, at 6.0' heighl (feet) 136 141 146 150 155 159 162 164 2,0 m fm>-12J� 44.1 45.9 47.5 48-9 - 50.21
#24 Nozzle - Dark Blue (318" _ ##24 Nozzle - Doh Blue (9.53 mm)
Fiau pm, 22.4 23.9 25.3 26.7 28D 29.3 30.4 31-6 (L'51 1.4,E�, 1.56 1.69 1,80 1.91 - 2.09--
Diam, at 1.5' height (feet) 130 138 145 151 156 160 166 1T7 0.'_• m Imj. 40J9 43,4 45.9 48.2 50.3 = 32.1__
Diam. at 6.0' heighl (feet) 138 145 150 155 160 164 167 169 2_0 in (11 __ 43 45.3 47.2 48.9 50.5
Figures reilaa dais !torts tests performed !n aflcaniariGs with me Anllaiitan Sorlety vf,1{grseerlttirat EnDrnsers slerttiarrf `_ -
o# krodusAan at flia. tml l pui�f�aaa�rl:Sprrrr r patlnrmarrca may L, ty wrttractual Ask 4ondigar, #�lemerefs shower tdeUd srrai f
muses and stream 5#rar�fitentag vana8 (�rEedJ. e7tber 1107t1e9 erJt tCvewe o mbinaWns at."vaMbfE - consii2_ m1AAGe 1 -
2

Benny Kennedy Fann
7/12/01
Field l 7.1 ay. +/- Spray Field
Hard Hose Traveler
• # of Exterior Lanes....................................................................................................0
• # of Interior Lanes.....................................................................................................0
• # of Single Lanes....................................................................................................... 2
0 # of Total Lanes.........................................................................................................2
• Lane Spacing.............................................................................................................N/A
• Wetted 0...................................................................................................................270'
• Lane Spacing as a %.................................................................................................N/A
➢ Start End Area [Table E80+ - B]................................................................................0.83 ac.
➢ Middle Area [358'(0.9 x 270)/43,560]......................................................................1.99 ac.
➢ Stop End Area [Table E90+ - G]...............................................................................0.44 ac.
➢ Total Area [(0.53 ac. + 1.99 ac. + 0.44 ac.)]..............................................................2.8e ac.
➢ Start End Area [Table E90+ - B]................................................................................0.53 ac.
➢ Middle Area [96'(0.9 x 270')/43,560]........................................................................0.54 ac.
➢ Stop End Area [Table E90+ - G] ....................... ....................................................... 0.44 ac.
➢ Total Area [(0.57 ac. + 3.82 ac. + 0.48 ac.)]..............................................................1.51 ac.
➢ Hard Hose Traveler[2.96 ac. + 1.51 ac.]...................................................................4.47 ac.
➢ Total [4.47 ac.] .....................................uu.......uu.uuu..uu..........................4.47ac.
Field 2 2.3 ac. +/- Spray Field
- • , • S ice._
➢ Field 2 (Wettable Acre Computational Worksheet).................................................1.24 ac.
Total Field Acres
➢ Stationary Sprinkler System[ 1.24 ac.].......................................................................1.24 ac.
➢ Total [1.24 ac.]...........................................................................................1.24 ac.
3

Benny Kennedy Farm
7/12/01
Field 3, 3A 19.s ac. +/- am Field
Hard Hose Traveler
• # of Exterior Lanes.................................................................................................... 2
• # of Interior Lanes.....................................................................................................1
• # of Single Lanes.......................................................................................................0
• # of Total Lanes.........................................................................................................3
• Lane Spacing.............................................................................................................192'
• Wetted 0...................................................................................................................330'
• Lane Spacing as a %.................................................................................................58%
Lane
➢ Start End Area [Table EESO - B]................................................................................0.84 ac.
➢ Middle Area [624(330'/2 + 192/2)/43,560]...........................................................3.74 ac.
➢ Stop End Area [Table EE6O - G]...............................................................................0.68 ac.
➢ Total Area [(0.84 ac. + 3.74 ac. + 0.68 ac.)]..............................................................6.26 ac.
liane
➢ Start End Area [Table EI6O - B]................................................... ...0.70 ac.
➢ Middle Area [W7'(192')/43,6W]..............................................................................2.68 ac.
➢ Stop End Area [Table EIW - G]................................................................................0.54 ac.
➢ Total Area [(0.70 ac. + 2.68 ac. + 0.54 ac.)]..............................................................3.92 ac.
Lane 3
➢ Start End Area [Table EESO - B]...................................................................... ......0.84 ac.
➢ Middle Area [629'(330'/2 + 192'/2)/43,560]...........................................................3.77 ac.
➢ Stop End Area [Table EE6O - G]...............................................................................0.68 ac.
➢ Total Area [(0.84 ac. + 3.77 ac. + 0.68 ac.)]..............................................................5.29 ac.
Total B§1d Acres
➢ Hard Hose Traveler[5.26 ac. + 3.92 ac. + 5.29 ac.]..................................................14.47 ac.
➢ Total ['4.47 ay.]......................................................................................... 24.47 ac.
4

Benny Kennedy Farm
7/12/01
Field 43.2 ae. +/- Spray Field
Hard Hose Traveler
• # of Exterior Lanes....................................................................................................0
# of Interior Lanes..................................................................................................... 0
• # of Single Lanes....................................................................................................... I
i# of Total Lanes......................................................................................................... I
• Lane Spacing............................................................................................................. N/A
• Wetted 0...................................................................................................................270'
• Lane Spacing as a %................................................................................................. N/A
Lane 1
➢ Start End Area [Table E90+ - B]................................................................................ 0.53 ac.
➢ Middle Area [452`(0.9 x 270')/43,560]......................................................................2.52 ac.
➢ Stop End Area [Table E90+ - G].............................................................................. 0.44 ac.
➢ Total Area [(0.53 ac. + 2.52 ac. + 0.44 ac.)/2]...........................................................1.75 ac.
Total Field Acres
➢ Hard Hose Traveler[1.75 ac.]....................................................................................1.75 ac.
➢ Total [1.75 ac.]...........................................................................................1.75 ac.
Total Farm Acres
➢ Field I.......................................................................................................................04.47 ac.
➢ Field 2.......................................................................................................................01.24 ac.
➢ Field 3,3A..................................................................................................................14.47 ac.
➢ Field 4.....................................................................................................................01.78 ac.
➢ Total Farm Acres [4.47ac. + 1.24ac. + 14.47 ac. + 1.75 ac.] .............................. 21.93 ac.
Prepared by Agriment Services Inc.
P.O. Box 1096 - BeulaWle , NC — 28616
Phone [phone] -Fax [phone]
hrYl A L a
5igna e o owner or fa .ty r;ipresentai&
Printed name /f the same tbove
Date /� /e f -- --
S'gna of technical specialist
Printed name of the same above
Date

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Operator. BENNY KENNEDY
County: DUPLIN
Date:
01/23/08
Distance to nearest residence (other than owner):
0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs. —
0
lbs
0 sows (farrow to feeder)
x
522 lbs. =
0
lbs
2448 head (finishing only)
x
135 lbs. =
330480
lbs
0 sows (farrow to wean)
x
433 lbs. =
0
lbs
0 head (wean to feeder)
x
30 lbs. =
0
lbs
Describe other:
0
Total Average Live Weight =
330480
lbs
2. MINIMUM REQUIRED TREATMENT
VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 250.0
Inside top width (feet)-- - 240.0
Top of dike elevation (feet) ------- 50.0
Bottom of lagoon elevation (feet) -- 38.0
Freeboard (feet) 1.0
Side slopes (inside lagoon) 2.5 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 245.0 235.0 11.0
AREA OF TOP
LENGTH * WIDTH =
245.0 235.0
AREA OF BOTTOM
LENGTH * WIDTH =
190.0 180.0
57575 (AREA OF TOP)
34200 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
217.5 207.5 180525 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
57575.0 180525.0 34200.0 1.8
Total Designed Volume Available = 499217 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
250.0 240.0 60000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 60000.0 square feet
Design temporary storage period to b riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 330480 Ibs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 603677 gals. or 80705.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per GF
Volume = 0.0 cubic feet
5G. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 35000.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches 112 inches per foot * DA
Volume = 37500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 35000 cubic feet
5D. 37500 cubic feet
TOTAL 153205 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side
2.5
:1
Inside top length===========================>
250.0
feet
Inside top width============================>
240.0
feet
Top of dike elevation=======================>
50.0
feet
Bottom of lagoon elevation==================>
38.0
feet
Total required volume=======================>
483685
cu. ft.
Actual design volume========================>
499217
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.__________________________>
44.0
feet
Must be > or = to the SHWT elev.==========>
0.0
feet
Must be > or = to min. req. treatment el.=>
44.0
feet
Required minimum treatment vo[ume===========>
330480
cu. ft.
Volume at stop pumping elevation============>
240300
cu. ft.
Start pumping elev._________________________>
48.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
461717
cu. ft.
Volume at start pumping elevation===========>
453920
cu. ft.
Required volume to be pumped================>
115705
cu. ft.
Actual volume planned to be pumped==========>
213620
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED
BY: 10 `
DATE: 1 /23/2008 DATE:
1 /23/2008
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

MnN
Operator:Uenny Kennedy County: Dup I i n Date: 08/"3/91
Distance to nearest residence (other- than owners 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 saws
(farrow to finish)
x
1417
tbs. -
0
tbs
0 sows
(farrow to feeder)
x
522
I bs. _
0
I bs
Z448 head
(finishing only)
x
1 -'5
tbs. _
==:0480
tbs
0 sows
(farrow to wean)
x
433
lbs. =
0
tbs
0 head
(wean to feeler)
X
0
tbs. -
it
tbs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
320480
Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 tbs. SSLW x Treatment Vo I ume (CF) / I b . SSLW
Treatment Vol ume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 3:I0480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 250.0 feet ; Inside top width, 240.0 feet
Top of dike at elevation 50.0 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon 1 i eau i d level at elevation 49.0 feet
Bottom of lagoon elevation 38.0 feet
Seasonal high water- table elevation 0.0 feet
Total design volume using pr- i smo i da I formula
SS/END1 SS/END': SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 Z.5 a45.0 235.0 11.0
AREA OF TOP
LENGTH * WIDTH =
AREA OF BOTTOM
LENGTH * WIDTH =
57575.0 ( AREA OF TOP)
34200.0 ( AREA OF BOTTOM)
)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
17.5 207.5 180525.0 ( AREA OF MIDSECTION * 4 )
1 CU . FT. = E AREA TOP + (4*AREA MIDSECTION) + AREA B iTTOM 3 DEPTH / r_.
57575.0 180525.0 34200.0 1 .
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 49?217 CU . FT.

^
�
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
250.0 240.0 60000.0 square feet
Bui|din8s (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 60000.0 square feet
Design temporary storage period to be 180 days-
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
�Pitm Volume = 80705 cubic feet
�hB. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days stora8e/7.48 gallons
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 35000.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 37500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705'cub ic feet
5B. 0 cubic feet
5C. 35000 cubic feet
5D. 37500 cubic feet
TOTAL 153205 cubic feet
6. SUMMARY
Total required volume cub /c feet
Total design volume avail. 499217 cubic feet
Min. req. treatment volume plus sludge accumulation 33048O cubic fec
' At elev. 0.0 feet ; Volume is -421167 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 461717 cubic feet
At elev. 0.0 feet ; Volume is -421167 cubic feet (start pumpinS>
Seasonal high water table elevation 0.0 feet
T. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZA110114 PLAN

Benny Kennedy Farm
UA I NNOWI-11
1W
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
N

� I M
AWS310349
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter 1 early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer 1 early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Benny Kennedy Farm AWS31O349
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

id
AWS310349
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

ki
Z
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

Benny Kennedy Farm
AWS310349
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure — an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

N
N
W
Benny Kennedy Farm
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
AWS310349
(910) 796 - 7215
(910) 296 - 2160
(910) 296 - 2120
(910) 296 - 2121
(910) 296 - 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
a) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Benny Kennedy Farm AWS310349
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local MRCS
(01111 office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment Services, Inc.
b. Contractors Address: Po Box 1096, Beulaville, NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
AWS310349
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (f) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
— Lagoons and Pits Crusted Solids
() Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage {) Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal (} Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
(} Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11. 1996
10

id
Benny Kennedy Farm
AWS310349
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4 pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996

AWS310349
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
_ Farmstead
Swine production
( )Vegetative or wooded buffers:
(,/)Recommended best management
practices;
{ ✓)Goad judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(.,/)Slotted floors;
floors
(f)Waterers located over slotted floors;
(V)Feeders at high end of solid floors;
( )Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
( )Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
( )Fan maintenance;
exhaust fans
Dust
(,/)Efficient air movement
Indoor surfaces
Dust
(,/)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled ( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(,()Proper lagoon liquid capacity
Biological mixing
( )Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume
ratio ( )Minimum agitation when
pumping
( )Mechanical aeration
t )Proven biological additives
Irrigation sprinkler
High pressure agitation
(,()Irrigate on dry days with little or no wind
nozzles
Wind draft
( )Minimum recommended operation pressure
(,()Pump intake near lagoon liquid surface
{ )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Benny Kennedy Farm AWS310349
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
(V)Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack bumers
Standing water
improper drainage
(,()Farm access road
around facilities
maintenance Microbial decomposition of away from
tag9tkmmatter
Manure tracked Poorly maintained access (,()Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule i BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fiuse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (✓) pertain to this operation. The landowner J integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(landowner Signature)
13

version —November 26, 2018
N
id
Mortality Management Methods
Indicate which methods) wilt be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
D a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEG under GS 15A NCAC
13B .0200.
[—;T F� Rendering at a rendering plant licensed under G.S.106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ o A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
❑ ❑ NC Department of Agriculture & Consumer Services (G.S.106-549.70).
® a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specifi mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterina Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specked by the State
Veterinarian.
Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature off vmerjMa alter
Signature of Technical Specialist
Z
Date
Ze rl OlA9
Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000 - Swine Facilities
• AWG200000 - Cattle Facilities
• AW0300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for- this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and wan -antics. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [l SA NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
0 Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
jThis condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
I will commit to provide for the presence of the Operator in Charge (01C), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
&W &roanel Fetrm
Facility Name
�eni� e eat
9*er/Pen1dftee Name and Title (type or print)
SignstnrepecFWner/permittee
Signature of Operator in Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
3/-3ZI9
Permit Number
" e2 I - d- o
Date
Date
DTASIE 1 22-2020