310349_Permit Renewal Application 2019_20190410

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, 2019, 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, 2019.
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. Farm Number: 31-0349 Certificate Of Coverage Number: AWS310349
2. Facility Name: New Ground Farm
3. Landownet's Name (same as on the Waste Management Plan): Benny H Kennedy
4. Landowner's Mailing Address: 238 Kennedy Ln
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-8368 Ext. E-mail:
5. Facility's Physical Address: 238 Kennedy Ln
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Alin
7. Farm Manager's Name (if different from Landowner):
8. 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 OIC #: 26079
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:
Swine Cattle J ry PQultry 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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(inches)
1
e/p ,3 lei
i /it1.1
FFeet)
WO� ei / 7
Wei
64,469.00
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the 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 wastc 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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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 143-215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: ' //ii/
Title: 64#441 .+G ✓
Signature:Date: q/s 1/7
� %)'----1-A.
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will 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
EI 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.
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
0 El Complete incineration according to 02 NCAC 52C .0102.
CIa 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.
El El 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).
El CI 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 -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary 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 specified 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 of F
Date

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Benny H Kennedy
New Ground Farm
238 Kennedy Ln
Pink Hill, NC 28572
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (l) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310349
Murphy -Brown LLC
North Caroline Department of Environmental Quality I Division of Water Resources
512 N. Se sinly St. 11636 Mali Servae Center I Re egh, North Caroi ea 27609-1636
919.707 9000

r
Nutrient Management Plan For Animal Waste Utilization
06-26-2017
This plan has been prepared for:
New Ground Farm (31-349)
Benny Kennedy
1330 NC 241 Hwy
Pink Hill, NC 28572
910-298-1092
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
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.
007
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
‘72-6/( 7
Date
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
Year2
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

rw
Narrative
6/26/2017
UPDATED WETTABLE ACRES AND CHANGED FIELD CROPS.
10/1/2001
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 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
AppiN 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
F1(HW)
1.26
1.09
N/A
Autryville
Com, 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)
1.71
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
1.40
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
2.76
2.54
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
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
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5773
Pull 6
6.08
5.24
N/A
Woodington
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
PLAN TOTALS: 28.91 24.98
531017 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 6/26/2017
PCS Page 1 of 2

LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
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.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
♦1aatc
Tract
JIIUL.at.VUU
Field
lava.
Source
ID
Soil Series
Total
Acres
Use.
Acres
--^-
Crop
-
RYE
Applic
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gawk
Tons
1000 gals
tons
5773
FI(HW)
S7
Autryville
1.26
1.09
Com, Grain
85 bu.
2/15-6/30
104
0
20
brig.
84
46.60
0.00
50.80
0.00
5773
FI(HW)
S7
Autryville
1.26
1.09
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
lrrig.
52
28.85
0.00
31.45
0.00
5773
F2(HW)
S7
Autryville
0.59
0.43
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Wig.
50
27.74
0.00
11.93
0.00
5773
F2(HW)
S7
Autryville
0.59
0.43
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
64.17
0.00
5773
r2(Sprink
S7
Autryville
1.71
1.24
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
34.40
0.00
5773
=2(Sprink
S7
Autryville
1.71
1.24
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
185.05
0.00
5773
Pull 1
S7
Foreston
2.18
1.89
Com, Grain
120 bu.
2/15-6/30
137
0
20
Irrig.
117
64.91
0.00
122.68
0.00
5773
Pull I
S7
Foreston
2.18
1.89
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
58
31.90
0.00
60.29
0.00
5773
Pull 2
S7
Foreston
3.66
3.18
Com, Grain
120 bu.
2/15-6/30
137
0
20
Irrig.
117
64.91
0.00
206.41
0.00
5773
PuII 2
S7
Foreston
3.66
3.18
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
lrrig.
58
31.90
0.00
101.44
0.00
5773
Pull 3A
S7
Woodington
1.40
1.20
Corn, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
54.92
0.00
65.91
0.00
5773
Pull 3A
S7
Woodington
1.40
1.20
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
31.96
0.00
5773
Pull 3B
S7
Autryville
1.57
1.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
40.22
0.00
5773
Pull 3B
S7
Autryville
1.57
1.45
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
216.39
0.00
5773
Pull 4A
S7
Woodington
2.43
2.10
Com, Grain
110 bu.
2/15-6/30
119
0
20
Irrig.
99
54.92
0.00
115.34
0.00
5773
Pull 4A
S7
Woodington
2.43
2.10
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
55.92
0.00
5310
Database Version 4.1
Date Printed: 6/26/20
(1,
WUT Page 1 of 4

Waste Utilization 'faille ��•
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apptc.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
ppbed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
S7
Autryville
2.76
2.54
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
70.46
0.00
5773
Pull 4B
5773
Pull 4B
S7
Autryville
2.76
2.54
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
379.06
0.00
S7
Woodington
3.92
3.38
Com, Grain
110 bu.
2/15-6/30
119
0
20
brig.
99
54.92
0.00
185.64
0.00
5773
Pull 5AB
5773
Pull 5AB
S7
Woodington
3.92
3.38
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
90.01
0.00
5773
Pull 5C
S7
Autryville
1.35
1.24
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
34.40
0.00
5773
Pull 5C
S7
Autryville
1.35
1.24
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
185.05
0.00
S7
Woodington
6.08
5.24
Corn, Grain
110 bu.
2/15-6/30
119
0
20
Irrig.
99
54.92
0.00
287.80
0.00
5773
Pull 6
S7
Woodington
6.08
5.24
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
139.54
_ 0.00
5773
Pull 6
Total Applied, 1000 gallons
2,766.29
, J
Total Produced, 1000 gallons
2,269 30
tt.o
Balance, 1000 gallons
-497.00
" W3
Total Applied, tons
^1
0.00
Total Produced, tons
0.00
Balance, tons
;: +?.
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
5310
Database Version 4.1 Date Printed: 6/26/20
WUT Page 2 of 4

•
waste utilization inure --• -
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Calm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Applic.
Period
N
N
N
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
5773
F1(HW)
S7
Autryville
1.26
1.09
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
28.85
0.00
31.45
0.00
5773
FI(HW)
S7
Autryville
1.26
1.09
Soybeans, Manured, Double Crop
25 bu.
4/1-9/15
100
0
0
Irrig.
100
55.48
0.00
60.47
0.00
5773
F2(HW)
S7
Autryville
0.59
0.43
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
11.93
0.00
5773
F2(HW)
S7
Autryville
0.59
0.43
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
64.17
0.00
5773
=2(Sprink
S7
Autryville
1.71
1.24
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
34.40
0.00
5773
=2(Sprink
S7
Autryville
1.71
1.24
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
185.05
0.00
5773
Pull 1
S7
Foreston
2.18
1.89
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
58
31.90
0.00
60.29
0.00
5773
Pull 1
S7
Foreston
2.18
1.89
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
Irrig.
133
73.79
0.00
139.46
0.00
5773
Pull 2
S7
Foreston
3.66
3.18
Wheat, Grain
55 bu.
9/1-4/30
115
0
0
Irrig.
58
31.90
0.00
101.44
0.00
5773
Pull 2
S7
Foreston
3.66
3.18
Soybeans, Manured, Double Crop
34 bu.
4/1-9/15
133
0
0
brig.
133
73.79
0.00
234.64
0.00
5773
Pull 3A
S7
Woodington
1.40
1.20
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
31.96
0.00
5773
Pull 3A
S7
Woodington
1.40
1.20
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig.
112
62.14
0.00
74.56
0.00
5773
Pull 3B
S7
Autryville
1.57
1.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
40.22
0.00
5773
Pull 3B
S7
Autryville
1.57
1.45
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
216.39
0.00
5773
Pull 4A
S7
Woodington
2.43
2.10
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
55.92
0.00
5773
Pull 4A
S7
Woodington
2.43
2.10
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig.
112
62.14
0.00
130.48
0.00
5773
Pull 4B
S7
Autryville
2.76
2.54
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
70.46
0.00
5773
Pull 4B
S7
Autryville
2.76
2.54
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
149.24
0.00
379,06
0.00
5773
Pull 5AB
S7
Woodington
3.92
3.38
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
90.01
0.00
5773
Pull 5AB
S7
Woodington
3.92
3.38
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
Irrig.
112
62.14
0.00
210.02
0.00
5773
Pull 5C
S7
Autryville
1.35
1.24
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
34.40
0.00
5773
Pull 5C
S7
Autryville
1.35
1.24
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
[Trig.
269
149.24
0.00
185.05
0.00
5310 Database Version 4.1
Date Printed: 6/26/20
WUT Page 33 rf 4

Waste uttlt-anon i aole ' --.
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Ccmm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Apphc.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
5773
Pull 6
S7
Woodington
6.08
5.24
Wheat, Grain
50 bu.
9/1-4/30
96
0
0
Irrig.
48
26.63
0.00
139.54
0.00
5773
Pull 6
S7
Woodington
6.08
5.24
Soybeans, Manured, Double Crop
29 bu.
4/1-9/15
112
0
0
lrrig.
112
62.14
0.00
325.59
0.00
Total Applied, 1000 gallons
2,906.94
; . ':I
Total Produced, 1000 gallons
2,269.30
j`
Balance, 1000 gallons
-637.64
y-:-; 77,
Total Applied, tons
_ t
0.00
Total Produced, tons'
:..•
0.00
Balance, tons
m1'i" i
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
5310
Database Version 4.1
Date Printed: 6/26/20 WUT Page f 4

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
F1(HW)
Autryville
0.60
1.0
5773
F2(HW)
Autryville
0.60
1.0
5773
F2(Sprink)
Autryville
0.60
1.0
5773
Pull 1
Foreston
0.50
1.0
5773
Pull 2
Foreston
0.50
1.0
5773
Pull 3A
Woodington
0.40
1.0
5773
Pull 3B
Autryville
0.60
1.0
5773
Pull 4A
Woodington
0.40
1.0
5773
Pull 4B
Autryville
0.60
1.0
5773
Pull 5AB
Woodington
0.40
1.0
5773
Pull 5C
Autryville
0.60
1.0
5773
Pull 6
Woodington
0.40
1.0
531017 Database Version 4.1 Date Printed 6/26/2017
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

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
PAN Rate
lb/ac
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
Com 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
531017 Database Version 4.1 Date Printed: 06-26-2017 Sludge Page 1 of 1

roN
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.
r7.vallaVl10 '•
Source Name
CU71.V IJ4Vl4LZAV y44 1141%..7
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
09/15
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 1 of 1

r
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, NRCS 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 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the 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

roN
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: 6/26/2017 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

r
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 20-30 lbs/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): 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 20-30 lbs/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.
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 lbs/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 3B, 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 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.
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): F 1(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 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.
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 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 4 of 5

The following crop note applies to field(s): F 1(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

6/26/2017
Benny Kennedy
Acreage Calculations
Section
Crop
Pull
Pull #
Crop
Width
fftl
Length
(ft.)
Lane
Spacing
Lane
Spacing %
81%
Acres
(midsection)
0.67
Start End
Table
EE80 (B)
Start End
ac.
0.670
Stop End
Table
EE80 (G)
Stop End
a.
0.550
Total
Pull Acres
1.89
Total
Pull Acres
1.89
Total
Pull Acres
1.89
230
2 c/w/sb 285 332 230 81% 1.96 EE80 (B) 0.670 EE80 (G)
3a c/w/sb 285 291 230 81% 1.72 EE80 (B) 0.670 n/a 0.000 1.20 1.20 *Half Pull*
3b bh/sg 285 396 230 81% 2.34 n/a 0.000 EE80 (G) 0.550 1.45 1.45 2 64 *Half Pull*
2.10
1
4a
c/w/sb
c/w/sb
285
285
113
279
230
81%
81%
1.47
2.02
E180 (B)
n/a
0.630
0.000
n/a
EI80 (G)
0.550
0.000
0.520
3.18
2.10
2.54
4b 230
5a c/w/sb 285 286 230 81% 1.51 EI80 (B) 0.630 n/a 0.000 2.14
bh/sg
285
382
3.18
2.54
3.18
4.64
5b c/w/sb 285 370 230 81% 1.95 n/a 0.000 E180 (G) 0.520 1.24 3 38 4.61 *Half Pull*
5c bh/sg 285 370 230 81% 1.95 n/a 0.000 E180 (G) 0.520 1.24 1.24 *Half Pull*
5.24 5.24
6
c/w/sb
285
F2 SPRINKERS
680
230
81%
4.02
EE80 (B)
0.670
EE80 (G)
0.550
5.24
F2 HONEY WAGON AREAS
F1 HONEY WAGON AREAS
1.24
0.43
1.09
Total Pull Acres:
24.96
Page 1

FIELD 1
7.1 Ac +/-
Spray Fleid
Thor
FIELD 4
.I2 Ac +/-
Sproy new
HELD 2
2.3 Ac. +/-
Sproy FM/d
0.86AC. ;
BENNY KENNEDY FARM (31-349)
FIELD 3
1382 Ac. +/-
Spray FINd
FIELD 3A
5.68 Ac. +/-
y F1&d
6/26/2017 I4•45:30 PM, 1:300

S FOR
, certify that I wil • ant the specified ied grasses
the next avai .• e seeding date. If this seeding
stock a
PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT
l3,iy(producer)
keirt
following irrigation equipment:
TYPE IRRIGATION AND SIZE 49 %Qa:4 /,.s0
AVAILABLE FROM
, certify that I (own, ) the
(owner of equipment)
I further certify that, through the arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary according to my waste management plan.
Signature
PRODUC
(producer)
Date B��.Z,,y9.6
CERTIFICATION OF INTENT TO PLANT G
IRRIGATION
(producer)
as outlined in my waste management Ian at
date is in excess of 6 months from thte I
cover of small grain if needed for irrigation,_
Signature
als, then I will provide a temporary
Date

SCS-CPA-015
12-85
SOIL MAP
U. S. DEPART NE.N1 °- AC,hiLvt-luNt
SOIL CONSERVATION SERVICE
Owner Benny H. Kennedy Operator
County Dupl i n State North Carol i na
Soil survey sheet (s) or code nos. Approximate scale 1"=2000'
. Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
with Dupl in Soil and Water Conservation District
z7-:#..f47act.•
VO' NIO •
IA
4
44.-.4.644•••=r •
()IAN C, E
4.

Q'1
two, 01
Lf f 'IOJ
T $1 D

kc
1
-1
1

• . .1"
.• it•
I
" 1411
•
-91 I
k •f t
!OP
, ti:•rt.ti
• • •
11 •
' • t
r
- 4

T3OLP
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.

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 T3OLP/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.
It fat h-d r9�ugat J?
K CCD
Performance Guide
Model
System
Flow Rate
(G.P.t1.)
System
Inlet
(P.S.I.)
Sprinkler
Pressure
(P.S.I.)
' Width
Irrigated
(Ft.)
Length
Irrigated
(Ft.)
I
Acres '"
vr11' is
5 Days
T37A
225
250
93
106
60
70
220
230
1260
1265
57
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
180
88
60
210
905
46
with
200
102
70
215
910
51
Nelson
250
112
70
230
915
64
SR15OR
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
T3OLP
80
120
79
88
60
60
167
185
1083
1092
20
31
with
150
109
70
200
1100
38
Nelson
180
119
70
210
1105
46
SR100R
200
122
70
216
1108
51
Sprinkler
220
130
70
224
1112
56
'Width is based on 70% of the wetted diameter
Specifications
Model
No. of Axles
PE Tube I.D. (in.)
PE Tube Length (ft.)
Dry Weight (lbs)
Weight with water (Ibs)
*Speed Range (ft./hr.)
Shipping Dim (ft. -ins.)
Length
Width
Height
'Note: For higher speeds,
T37A T33A
1 1
3.7 3.3
1150 800
7500 4300
12,700 7050
40-200 40-200
T30A T3OLP
1 1
3.0 3.0
1050 1000
4400 4300
7320 7270
40-150 40-150
12-8 11-10 11-10 11-10
8-5 7-5 7-5 7-5
11-3 9-7 9-7 9-7
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.O. Box 290, Havana, IL 62644
Phone [phone] Fax [phone]
E-mail: [e-mail] http://www.kifco.com
o,--auk al continuing product improvements. photos of machines in this leaflet may rwl be identical to current production. The performance information in Ihts leaflet is based on tests conducted under a particular sot of condMons. Actual lieid
f norrnerns^aLvary from this data depenmrnj an vyrable circumstances of time, place, weather. human judgement and otter factors. Specifications and prices are subject to change without notice.
_ Printed in tl S.A.

The 70 Series lull -circle impacts distribute water
over a large diameter on higher volume systems.
• Outwear and cost less than brass sprinklers
• Built in repairability for easy in the field
maintenance
• Standard lower bearing pipe thread:
1" NPT male (female also available)
• Flow rates: 8 to 39 gpm (0.52 to 2.5 Us)
V 7025-1-1 " M
Sprinkler Base Press. (psi) 35
Fo Ps
U.S. - Diameter (feet)
40 45 50 55 80 65 70
o
7025RD-1-1 "M
• 25° angle for excellent
distance of throw
• Single nozzle design
minimizes clogging
/lf0 24
Senninger impacts provide
years of reliable service.
METRIC - Diameter (meters)
(bars) 2.5 3.0 3.5 4.0 4.5 5.0
(Psi) 36.25._4350 5075 56.00 6525 72 50
r14 Nozzle - Blue (7132')
Pow (gpm) 8.11
Diam. at 1.5' height (feet) 105
Dram. at 6.0' height (feet) , 114
8.66
111
115
9.20
113
121
9.69
115
124
10.2
117
126
10.6
119
123
11.0
121
129
11.5
123
130
#16 Nozzle - Orange (1/4")
Pow (gpm) 10.7
Dam. al 1.5' height (feet) 111
Diam. at 8.0' heghl (feet) 122
11.4 12.1
117 120
126 129
12.9
123
131
13.4
126
134
14.0
129
136
14.6
131
137
15.1
133
138
518 Nozzle - Purple (9/32")
Pow (gpm) 133
(ham. al 1.5' height (`eel) 118
Diary, at 6.0' height (feet) 125
14.2
124
132
15.0
127
135
15.9
129
137
16.6
134
141
17.4
139
144
18.1
142
146
18.8
144
147
020 Nozzle- Dark Turquoise (5/16")
Flow Igpm) 16.0 17.1
Dian. at 1.5' height (leer) 124 130
Diam. al 6.0" height (feet) 133 137
18.2
134
140
19.2
137
143
20.1
142
147
21.0
140
151
21.8
150
154
22.7
153
155
#22 Nozzle • Maroon (11/32')
Pow (gpm) 19.3
Dior_ al 1.5' he.glt (feel) 125
Diann. at 6.0' hevt (1oe1). 135
:13arkBlue (318')
--F=pprr, + 2.4
Dam. at 1.5'r•e.ght':eet}:. 13D
Diam. at 6.0' re grit "eel) 138
20.5
'33 -
' :11
21.8
141
146
22.9
148
150
24.1
153
155
25.1
157
159
26.1
160
162
27.1
162
164
1114 Nozzle - Blue (5.56 mm)
(Us) 0.52 0.57 0.61
0.5 m (m) 32.8 34.1 35.1
2.0 in (m) 35.3 36.5 37.6
0:66
36 1
38.6
0.70
3:.0
39 5
0.73
37.8
40.3
#16 Nozzle - Orange (6.35 mm)
(Us) 0.69 0.75 0.81
0.5 m (m) 34.5 36.1 37.5
2.0 m (m) 37.8 39.0 40.0
0.87
38.9
40.8
0.92
400
41.6
0.97
41.1
42.4
08 Nozzle - Purple (7.14 mm)
)L'6) 0.85 0.94 1.01
0.5 m (m) 35.3 38 3 40.1
2.3 m (m) 39.5 40 9 42.1
1.08
41.7
43.2
1.15
432
44.1
1.21
44.8
45.0
k20 Nozzle - Dark Turquoise (7.94 mm)
(L/s) '- 1.02 _ 1 12 1.21 1.29
0:5 rn (m) 3B:2=_ 40.4 42.3 44.0
2.0 rn (rt). 40.9: 42.5 44.0 45.2
1.37
45 6
46.4
1.45
47 1
47 4
422 Nozzle - Maroon (8.73 mm)
l✓,".i 1.23 1.34 1.45
0.5 rn tnti =--39,7=. 42.2 44.5
2.0m{ram 44.1 45.9
1.55
46.6
47.5
424 Nc Blue (9.53 mm)
.23.9- 25.3 26.7 28.0 29.3 30.4 31.6 (L'S) t,ir: 156 1.69 1.80
r.r 38 : ' 145 151 156 160 166 171 .03m 'ozj7".-4. 43 4 45.9 48.2
-145 _ 150 155 160 164 167 169 2.3 m (_:-= __ 45.3 47.2 48 9
Ftgsyes reflact data from rests pe:tcm ea in 2cxrua.5,:e nrtn MO Amc-rran 4 cc!y cf A)71 Jirteal cn ,00r c.. ^l:,r-vc
of p Went1k30 at Me rime- of put�cat :Spunky podomta-rce may very wet; actual rieta vord;:vns. £74nte : ay.,t harn-
irar: - ' ems. Qk'm7.nazzies ar,¢ er vaor: c *113in 7tiQ,1s ufc:44a.ie.; co'rs�:r!ac*off pe ltc perfcrrasnce 5r
1.65
48.5 =-50;
48 9
Page 12 - Senninger Irrigation Inc. [phone] - Solid -Set Catalog
1.91
503
505

Mnovotion r, Gnea7cn'
VANELSON
150 SERIES BIG GUN® PERFORMANCE -- U.S. UNITS
0001100001110
150T -
❑❑11
Specify size when ordering
❑ 0000015OT
r
/r
Cr)
Flog—�
w Path
0.70" 0.80" 0.90" 1.0" 1.1" 1.2" 1.3" 1.4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI
GPM DIA. FT.
GPM DIA. FT
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
50
100 250
130 270
165 290
205 310
255 330
300 345
350 360
408 373
60
110 265
143 285
182 305
225 325
275 345
330 365
385 380
446 396
70
120 280
155 300
197 320
245 340
295 360
355 380
415 395
483 412
80
128 290
165 310
210 335
260 355
315 375
380 395
445 410
516 427
90
135 300
175 320
223 345
275 365
335 390
405 410
475 425
547 442
100
143 310
185 330
235 355
290 375
355 400
425 420
500 440
577 458
110
150 320
195 340
247 365
305 385
370 410
445 430
525 450
605 471
120
157 330
204 350
258 375
320 395
385 420
465 440
545 460
632 481
❑ ❑ ❑ ED 00011 1111
150TR = Body + Cap
Specify size when ordering
0.88"
9238-022
❑ III ❑ ❑ ❑ ❑❑❑150TR
+ 1 Taper Ring
CIDD
0.96" 1.04"
9238-024 9238-026
1.12"
9238-028
(
COMPONENTS:
Body Taper Ring
#9773 #9238.???
1
#6286
—
:($)
1.28"
9238-032
Cap
Flow Path
1.36"
9238-034
PSI
GPM DIA. FT.
GPM DIA. FT
GPM DIA_ FT.
GPM
DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
50
135 270
164 286
196 302
233
318
274 333
319 347
369 358
60
148 284
179 301
214 317
255
334
301 351
350 367
405 378
70
159 299
194 315
231 331
276
349
325 366
378 382
437 393
80
170 310
207 330
247 346
295
364
347 381
404 397
467 409
90
181 320
220 340
262 357
313
377
368 396
429 411
495 424
100
191 329
231 350
277 366
330
386
388 405
452 423
522 436
110
200 339
243 359
290 376
346
397
407 416
474 433
548 446
120
209 349
253 369
303 386
361
407
425 426
495 443
572 457
00011III
150R =
Specify
Body
size when
6287-086
0
+ Cap
0.86"
11
ordering
0 00ii015OR
+ Set of
6287-097
7 Ringsi
0.97"
1.08"
6287-108
k( `;°
_
1.18"
6287-118
X1714
i
1.26"
6287-126
COMPONENTS:
ng
#9773 #6287-??? #6286
0
1.34"
6287-134
Cop
1
1.41"
6287-141
Flow Path
1.47"
P51
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
50
100 245
130 265
165 285
205 300
255 320
300 335
350 350
385 353
60
110 260
143 280
182 300
225 315
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
12B 280
165 300
210 320
260 340
315 360
380 380
445 395
490 399
90
135 290
175 310
223 330
275 350
335 370
405 390
475 405
522 409
100
143 300
185 320
235 340
290 360
355 380
425 400
500 415
550 419
110
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
Ger.' data h= boon desired under idml IM condinis. and rroy bo =Ivan* afflicted by v"nd. poor hydeelic • urea ia• or oiler fcciors. Nelson In,g zicn
Dianna -A are bared on 24' trajectory. 8'ip perfarrnaren
Corpadion ndm. no rgraa.idio+ regaling dropf.t aadiat urifonity, a opfiiaeian rah..
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: [e-mail] Web site: www.nelsonirrigation.com

Pivotthiaster
7012 SDB-2-1"M
Other models available
are:
7012 SDB-2-3/4"F
7012 SDB-2-1"F
7012 SDB-2-11/4"F
7025 RDB-1-1"M
1r R Other models available
are:
V) , 7025 RDB-1-3/4"F
025 RDB-1-1"F
W
0
N
Z�
W
-J
0
..
•
•8
e■
er1
1U
7025 RDB-2-1"M
Other models available
are:
7025 RDB-2.3/4"F
7025 RDB-2-1"F
7025 RDB-2-11/4"F
7025 SDB-2-1"M
Other models available
•`;�.qre:
7025 SDB-2-3/4"F •
cc 7025 SDB-2-1"F
Una1 7025 SDB-2-11/4"F
N 0, r It 5me4441 lark .t 144140e4 Ilsoutlet n Mate lest routs.
Full Circle Impact Sprinklers 70 Series
/f% 2 r,rPl'
PERFORMANCE TABLE FOR DOUBLE NOZZLE MODEL 7012SDB-
Not.
Press.
PSI
r14 x 11
Not
7/32' by
11/64-
416 x 11
No:
1/4" by
11/64'
4116x 12
Not.
1/4' by
3/16-
r18 x 12
Not.
9/32" by
3/16"
r18x 14
Not.
9/32" by
7/32-
r20a 14
Not.
5/16' by
7/32"
r22x 14
Not
11/32" by
7132"
r24 x 14
Not
318" by
7 32"
G
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM DIA
GPM DNA
40
14.1
109
16.7
115
17.7
115
20.3
117
22.6
111
25.4
119
28 7
122
31 6 131
45
15.2
111
17.8
118
18 8
118
21 6
121
24.0
121
27.1
122
30 8
126
33 8 136
50
16.0
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 8
127
30.2
130
34 0
137
37 2 145
60
17.5
116
20.6
125
22 0
125
25 2
130
28 0
130
31 7
133
35 6
140
38 9 ' 49
65
18.2
118
21.7
128
22:9
128
26 3
132
29 2
132
33 1
137
37 1
144
40 6 152
70
19.0
121
22.6
131
23.8
131
27 4
135
30 4
135
34.5
140
38 6
148
42 2 156
75
19.7
123
23.3
133
24.7
133
28 3
138
31 5
138
35.8
142
40 0
151
43 8 159
60
20 3
126
24 0
136
25 5
136
29 2
140
32 6
140
37 0
145
41 3
155
45 5 163
e S1 es 1anxle Shown in Feet
PS' V 769p" .\
ERFORMANCE TABLE FOR SINGLE NOZZLE MODEL 7025R 1
IN44.
P it.
•
MI4Nouk
7/32"
$16 Moult
1/4"
M1/Houle'
9/32"
M2014bu14
5/16"
r22Noule
11/32"
• a24Nuume
3/1"
.1.
GPM DU
GPM
Du
GPU DU
GPM DU
GPM
DU
40
6.8
121
11.5
121
14.6 130
11 1 132
21 l
136
,Da---'
21 4 145
45
9.4-
123
12 2
131
15.5 134
18.9 136
22 5
142
26 0 151
50
9.9
125
12.9
134
163 138
200 140
236
146
275 15)
55
10.4
127
13.6
136
17.2 141
21.0 144 •
25 0
152
19 1 161
60 •
10.9
129
14.2
139
18.0 144
22.0 148
26.2
156
30 6 165
65
11.4
131
14.8
142
16.6 147
23.0 152
21.4
160
32 0 167
70
MS
134
15.4
145
19 5 150
23.9 155
21.5
164
33 2 173
15
12.2
132
16.0
148
20.3 153
24.8 158
29.6
168
34 5 171
80
12.6
140
16.5
151
20.9 156
25./ 161
30.6
112
35 7 181
auto Su.+ a Feet
PERFORMANCE
-- -.. -. ,...w-.....vLa/ I.I_ /vcanD o c
Not.
4/I/e7
111148
N1642
411648
M18x7
Mill ei
r20e1
r2011
Platt.
Not.
Not
Not.
Not
Not'
Net.
Not
Not
PSI
7/32" by
1/32" by
1/4" by
1/4" by
9/32" by
9/32" by
5/16" by
5/16" by
1/64"
1/3"
1/64"
1/8"
1/64"
1/6"
1/64"
1/8-
C
CPM DU
GPM DU
GPM DU
GPM Du
GPM DU
GPM Du
CPU Du
CPU 0U
40
li
11.0 121
11.1 121
13 1 121
14.4 124
16 8 130
11.5 130
19 9 132
20 6 132
11.7 123
12.5 123
14.5 131
15.3 131
11.8 134
11.6 134
21 2 136
22 0 136
50
12.3 125
13.1 125
15.3 134
16 1 134
18.7 138
19.5 138
22 4 140
23.2 140
55
13.0 127
13.8 127
161 136
17.0 136
19 8 141
20.6 141
23 6 144
14 4 144
60
13.6 119
14.5 129
16 9 139
11 8 139
20.7 IN
21 6 144
24.1 148
75 6 148
65
TO
14.2 131
15.1 131
1 /.6 142
18.5 142
21 6 14?
22 5 147
25 8 152
26 7 152
75
14.1 134
156 134
183 145
192 145
124 150
233 150
268 155
21 / 15$
15.2 131
16.2 131
19.0 146
200 141
23 3 153
24.3 153
27 8 158
28 8 158
80
IS 140
16.1 140
196 151
20.6 151
240 156
250 156
288 161
198 161
PERFORMA
Not.
-- - ---- • -•• ca.I.c My LIG L. IL LDJUtl L
Plat.
411/e11
116.11
$16412
116112
118414
4420114
122e14
r14,14
Not.
Not.
MO!.
Mo1.•
Nut
hot.
Not
Not
P51
2/32" by
1/4" by
1/4" by
9/32" by
9/32" by
5/I6" by
I1/32" by
3/8- bI
11/64"
11/64"
3/16"
3/16"
7/32"
7/32-
7/32"
7/32"
G
GPM DU
CPM Du
CPU Du
Gm DIA
GPM DU
GPM DU
GPM Du
Du Du
40
14.1 121
16./ 128
11) 124
70.3 130
22 6 130
25.4 132
28.7 136
31.6 145
45
15.2 173
11.8 131
18 8 131
71 6 134
71 0 134
21 1 136
30 8 142
33 8 151
50
16.0 125
11.1 134
200 134
22 8 138
25.4 131
28.1 140
32 4 148
35 5 15/
55
16.1 121
19.7 136
21 1 136
24 0 141
26 8 141
30 2 144
34 0 15?
32 7 161
60
175 129
20.6 139
22 0 139
75.2 144
28.0 144
31.7 148
35 6 ‘ 56
38 9 165
65
11 2 Ul
21.1 142
22 9 141
26.3 14/
29 7 147
33 1 157
31 1 160
40 6 169
10
/5
190 134
22.6 145
23.8 145
2/ 4 ISO
30 4 150
34 5 155
38 6 164
42 2 173
19.7 Ill
23.3 148
247 141
213 153
315 153
358 158
400 168
438 1)7
10
,. �1*•j
20 3 140
Miry 1"•• �.
240 151
�.... ...
15 5 151
29 ? 156
37 6 156
37 0 161
41 3 172
45 5 111
m1K
8 Senninger

576 '7
31
•
,•
r_ /S/ .:• ��
f:
,110
A
ij,I
/q0t�
Oa-
3.It, r .
I fo
� .F�.Ys1►
{
t

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model number itki -/7RnA/ 7-34A-
2. Hose length /o Se ' [feet] and hose inside diameter (ID) 3. e [inch]
3. Gun make and model number Aie aim) -SR /Sod
4. Gun nozzle size .86 t1/8[inch], - ring orifice, taper bore orifice
5. Gun arc angle -KW [degrees]
6. Travel lane spacing / 7 2 [feet]. Indicate whether - uniform or random.
Number of exterior hydrants _ Z . Number of interior hydrants /
7. Gun wetted diameter 2744.7[feet]. measured or 1111P based on gun chart.
8. Gun pressure _ 17O [psi] observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number ,,,d,
**14. Pump capacity [gpm]
**15. 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.
***Information famished by
/'/--j
and/or
`;,'• tare of o r facility representative Signature of technical specialist
•ge.^'i/
Printed name'of owner or facilit9 representative Printed name of technical specialist
Date
CNA
7 /
Date
'Only the person or people collecting the data should sign the Field Data Worksheet.
14

Benny Kennedy Farm
7/12/01
Hard Hose Traveling Gun System
Wettable Acre Computations
Performance Guide
Model
System
Flow Rate
(GPM)
System
Inlet
(PSI)
Sprinkler
Pressure
(PSI)
Width
Irrigated
(Ft.)
;
I
Length
gated
Irri(Ft.)
Acres
wl1" in
5 Days
225
93
60
220
1260
57
T37A
250
106
70
230
1
1265
64
with Nelson
300
117
70 I
245
I
1273
77
SR 150R
350
130
70
255
I
1278
90
Sprinkler
400
143
70 !
265
1282
102
420
150
70 f
270
_J
1285 i
107
T33A
180
88
60
210
j
905
46
with Nelson
200
102
70
215
!
910
51
SR 150R
250
112
70
230
!
915
64
Sprinkler
300
350
125
140
70
70 i
245
255
I
920
925
77
90
T30A
110
86
60
185
j
1143
28
with Nelson
150
109
60
210
I
1155
39
SR 150R
200
126
70
215
!
1157
51
Sprinkler
245
149
70
230
1165
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
70
210
I
1155
46
Sprinkler
200
122
70
216
1158
51
220
130
70
224
I
1152
56
Specifications
Model
PE Tube I.D. (in)
PE Tube Length (ft.)
Dry Weight (Ibs)
Weight with Water (Ibs)
Shipping Dim (ft. - ins.)
Length
Width
Height (on wheels)
T37A T33A T30A
3.7 3.3 3.0
1150 800 1050
7500 4300 4400
12,700 7050 7320
12-8
8-5
11-3
11-10
7-5
9-7
11-10
7-5
9-7
1

Benny Kennedy Farm
7/12/01
150 RING NOZZLE 15OR
150R = Body + Cap 4-Set of 7 Rings
Specify size when ordering
_
r' (I;IIIF©P
COMPONENTS:
Cop
4997773 � M
Flow Path
C 0.86" 0.97' 1.08" 1.18" 1.26" 1.34" 1.41 " 1.47"
6287-086 6287-097 6287-108 6287-118 6287-126 6287-134 6287-141
PSI GPM DIA. FT
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
GPM DIA. FT.
50
100 245
130 265
165 285
205 300
255 320
300 335
350 350
385 353
60
1 26
143 280
182 300
05 315)
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
` 380 380
445 395
490 399
90
135 290
175 310
223 330
275 350
335 370
405 390
475 405
522 409
100
143 300
185 320
235 340
290 360
355 380
425 400
500 415
550 419
110
150 310
195 330
247 350
1 305 370
370 390
445 410
525 425 577 429
120
157 315
204 335
258 360
l 320 380
385 400
465 420
545 435
603 439
Sprinkler Base Press. (psi) 35 40
U.S. - Diameter (feet)
45 50 55 60 65 70
(bars)
(psi)
METRIC - Diameter (meters)
2.5 3.0 3.5 4.0 4.5 5.0
36.25 43 50 50.75 58.00 65 25 72.50
414 Nozzle - Blue (7/32")
Flow (gpm)
Diam. at 1.5' height (feet)
Diam. at 6.0' height (feel)
8.11
106
114
8.66
111
118
9.20
113
121
9.69 10.2
115 117
124 126
10.6
119
128
11.0
121
129
11.5
123
130
116 Nozzle - Orange (1/4')
Flow (gpm) 10.7
Diam. at 1.5' height (feel) 111
Diam. at 6.0' height (feel) 122
11.4
117
126
12.1
120
129
12.8
123
131
13.4
126
134
14.0
129
136
14.6 15.1
131 133
137 138
t116 Nozzle - Purple (9r32")
Flow (gpm) 13.3
Dian. at 1.5' height (feet) 118
Diam. at 6.0' height (feet) 128
14.2
124
132
15.0
127
135
15.9
129
137
16.6
134
141
17.4
139
144
18.1
142
146
18.8
144
147
*20 Nozzle - Dark Turquoise (5/16")
Flow (gpm) 16.0 17.1
Diam. at 1.5' height (feet) 124 130
Diam. at 6.0' height (feet) 133 137
18.2 19.2 20.1
134 137 142
140 143 147
21.0 21.8 22.7
146 150 153
151 154 155
*22 Nozzle - Maroon (11/32")
Flow (pm) 19.3
Diam. at 1.5' height (feel) - 126
Diam. at 6.0' height (feel).- 136
20.5
133
141
21.8 22.9
141 148
146 150
24.1 25.1
153 157
155 159
26.1
160
162
27.1
162
164.
24 Nozzle.- D800104 3/9"
414 Nozzle - Blue (5.56 mm)
(Us) 0.52 0.57
0.5 m (m) 32 8 34.1
2.0 m (m) 35.3 36.5
0.61
35.1
37.6
0.66
36.1
38.6
0.70
37.0
39.5
0.73
37.8
40.3
116 Nome • Orange (6.35 mm)
(Us) 0.69 0.75 0.81
0.5 m (m) 34.5 36.1 37.6
2.0 m (m) 37.8 39.0 40.0
0.87
38.9
40.8
0.92
40.0
41.6
0.97
41.1
42.4
418 Nozzle - Purple (7.14 mm)
(Us) 0.85 0.94 1.01
0.5 m (m) 36.3 38.3 40.1
2_0 m (m) _ 39.5 40.9 42.1
1.08
41.7
43.2
1.15
43.2
44,1
1.21
44.6
45.0
*20 Nozzle - Dark Turquoise (7.94 mm)
!Us) 1.02 1.12 1.21 1.29
0.5 rn (m; 33.2 40.4 42.3 44.0
2.0 :n (m) 40.9 42.5 44.0 45.2
1.37 1.451;
45.6 _ '47i
46.4-:;47.4E
N22 Nozzle - *goon (8.73 ram)
1.23= 1.34 1.45
0 5 m (m) 42.2 44.5
2.0 m (my. 42. 44.1 45.9
1.55
46.6
47.5
1.65
48.5
48.9
424 Nozzle - Di* Blue (9.53 mm)
Flom - 22.4 ' 23.9 _ 25.3 26.7 28.0 29.3 30.4 31.6-_- 417b) .. 1.4e 1.56 1.69 1.80 1.91
Diam, at 12 -1 eight.(feet) 130 ':138 145 151 156 160 166 171,r. - 311_(m ; 403E 43.4 45.9 48.2 50.3
Diam. al 6.OE height (leer) 138 145 150 155 160 164 167 if ; : 4 45.3 47.2 48.9 50.5
Figxes reffe data from taws perlcrmed in a[rnrrlanGe wi#hmeAnimriwn godety of rn ulif:XtEnnmeers sfeitdard5'398-3 r<1 ar8 representative
of production at ttti3. rime -of ut(�cation,S rrnksr - _�
P A pe[�mtanCe7reay s!sty wrthacfua/ >ra&i;corldrfatrts _l3iemeterb.�(nrwrttatre f4[-stfaigtt rnre-
nozzles and stream stralgfitentng vans (gram). Qtiw teC andfor:vaneonnibfnatrons araavallabfar cvn tfaofGr ior#aeUki_�Jorrnatrca data.:
7

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3 I - 3` i 9 Field number (identification) 1
2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes �' # Exterior lanes 3e8 feet] Length of pull(L1)
A7 # Interior lanes ^fig- # Exterior lanes gb ' [feet] Length of pull(L2)
/A' # Interior lanes ' 4 # Exterior lanes 4 %• [feet] Length of pull(L3)
4. Wetted diameter .2'70 [feet] from Field Data Worksheet
5. Spacing /rr Hydrant spacing [feet] v,4 [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 I) A Interior or %%�' Exterior (lane/hydrant)
t, • 6.3 (a) Acres start end of pull from Table (id 71 Column 13
/ .99 (b) Acres middle portion of pull (L1)
(Pull lengthJ�8'[feet] X Wetted width 241' [feet]} / 43,560
a. y1/ (c) Acres stop end of pull from Table E'1 -f Column '3
/16 Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (L, "7 Interior or 414-Exterior (lane/hydrant)
�. s3 (a) Acres start end of pull from Table ,E90 -1 Column 8
(b) Acres middle portion of pull (L2)
{Pull length 96 [feet] X Wetted width [feet]) / 43,560
6•441 (c) Acres stop end of pull from Table (10 f Column
457 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (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 lane length (L3) (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.
t . C (a) Acres per travel lane length (L1) X 1 # Lanes = Z, f 6 Acres
/ .57 (b) Acres per travel lane length (L2) X / # Lanes = /. 5' / Acres
- (c) Acres per travel lane length (L3) X - # Lanes = 0 • ° o Acres
41.147 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
0

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
3. Number of travel lanes
- 3`] a Field number (identification) 3 3A-
----Existing irrigation system New/expanded irrigation system
# Interior lanes I' # Exterior lanes 421 f feet] Length of pull(L1)
# Interior lanes # Exterior lanes (PO '[feet] Length of pull(L2)
# Interior lanes ( # Exterior lanes (o Z'l'[feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing / 42 Hydrant spacing [feet] SE % [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 1) Interior or Exterior (lane/hydrant)
Q. 8V (a) Acres start end of pull from Table EEG f7 Column E
3. ?'/ (b) Acres middle portion of pull (L1)
(Pull length 62`/ [feet] X Wetted width ZG f [feet]} / 43,560
t . g (c) Acres stop end of pull from Table EE ,O Column 477
5. Z IP Total acres for travel lane length (L1) (Sum: a + b + c)
Travel laic length (LJ ✓ Interior or Exterior (lane/hydrant)
D. 76 (a) Acres start end of pull from Table grC 0 Column 3
12,R (b) Acres middle portion of pull (L2)
{Pull length Go7 [feet] X Wetted width / 92' [feet]) / 43,560
6. 51N (c) Acres stop end of pull from Table Ez4 0 Column
3•'J2- Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
d. i3 ¥ (a) Acres start end of pull from Table EECoO Column I?
.3. 77 (b) Acres middle portion of pull (L3)
(Pull length 6 29'[feet] X Wetted width 26 1' [feet]} / 43,560
0. 68 (c) Acres stop end of pull from Table ;<E('D Column 4
Z 1 Total acres for travel lane length (L3) (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.
S. 2 4' (a) Acres per travel lane length (L1) X / # Lanes = S. 2 Acres
3. 9 Z (b) Acres per travel lane length (L2) X I # Lanes = 3. °t 2 Acres
5 Z rj (c) Acres per travel lane length (L3) X I # Lanes = S' . Z 1 Acres
P L 119Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
0

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3 ► -3'49 Field number (identification) 11
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes '' A # Interior lanes "'//}' # Exterior lanes `/SL'feet] Length of pull(L1)
47,t # Interior lanes "/ir # Exterior lanes % - [feet] Length of pull(L2)
41/4 # Interior lanes 4iXit # Exterior lanes "/Af- [feet] Length of pull(L3)
4. Wetted diameter Z?b [feet] from Field Data Worksheet
5. Spacing "/�ir Hydrant spacing [feet] 4//or [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, '�. Interior or�`;�/4- Exterior (lane/hydrant)
L. 513 (a) Acres start end of pull from Table E4e4 Column d
2.5Z (b) Acres middle portion of pull (L1)
{Pull length115'2 [feet] X Wetted width Z /S i[feet]} / 43,560
4. (c) Acres stop end of pull from Table E' f Column 4
.41/z Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, /1/'" Interior or'4%t 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, /"Interior or ra Exterior (lane/hydrant)
— (a) Acres start end of pull from Table — Column
- (b) Acres middle portion of pull (L3)
{Pu11 length — [feet] X Wetted width [feet]) / 43,560
- (c) Acres stop end of pull from Table -- Column —
Total acres for travel lane length (L3) (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.
'V.C(a) Acres per travel lane length (L1) X 71 # Lanes = / NC' Acres
(b) Acres per travel lane length (L2) X — # Lanes = //.a- Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
/74/5- Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
0

Benny Kennedy Farm
7/12/01
Field 1 7.1 ac. +/- Spray Field
Hard Dose Traveler
• # of Exterior Lanes 0
• # of Interior Lanes 0
• # of Single Lanes 2
• # of Total Lanes 2
• Lane Spacing N/A
• Wetted 0 270'
• Lane Spacing as a % N/A
Laney 1
> Start End Area [Table E90+ - 8] 0.83 ac.
➢ Middle Area [358'(0.9 x 270')/43,860] 1.99 ac.
> Stop End Area [Table E90+ - G] 0.44 ac.
> Total Area [(0.53 ac. + 1.99 ac. + 0.44 ac.)] 2.96 ac.
Lane 2
➢ Start End Area [Table E90+ - 8] 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.
Total Field Acres
> Hard Hose Traveler[2.96 ac. + 1.51 ac.] 4.47 ac.
➢ Total/4.47 ac.] 4.47 ac.
Field 2 2.3 ac. +/- Spray Field
Stationary Sprinkler System
➢ Field 2 (Wettable Acre Computational Worksheet) 1.24 ac.
Total Field Acres
➢ Stationary Sprinkler System[1.24 ac.] 1.24 ac.
> Total j1.24 ac.] 1.24 ac.

Benny Kennedy Farm
7/12/01
Field 3, 3A.19.S ac. +/- Spray 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 1
➢ Start End Area [Table EE60 - B] 0.84 ac.
> Middle Area [624'(330'/2 + 192'/2)/43,560] 3.74 ac.
> Stop End Area [Table EE60 - G] 0.68 ac.
> Total Area [(0.84 ac. + 3.74 ac. + 0.68 ac.)] 5.26 ac.
bane 2
➢ Start End Area [Table E160 - B] 0.70 ac.
> Middle Area [607'(192')/43,560] 2.68 ac.
> Stop End Area [Table E160 - G] 0.54 ac.
> Total Area [(0.70 ac. + 2.68 ac. + 0.54 ac.)] 3.92 ac.
ne3
> Start End Area [Table EE60 - B] 0.84 ac.
> Middle Area [629'(330'/2 + 192'/2)/43,560] 3.77 ac.
> Stop End Area [Table EE60 - G] 0.68 ac.
> Total Area [(0.84 ac. + 3.77 ac. + 0.68 ac.)] 5.29 ac.
Total Field Acres
> Hard Hose Traveler[5.26 ac. + 3.92 ac. + 5.29 ac.] 14.47 ac.
➢ Total (14.47 ac.J 14.47 ac.
4

Benny Kennedy Farm
7/12/01
�• Field 4 3.2 ac. +/- Spray Field
Hard Hose Traveler
• # of Exterior Lanes 0
• # of Interior Lanes 0
• # of Single Lanes 1
• # of Total Lanes 1
• 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 1 04.47 ac.
> Field 2 01.24 ac.
➢ Field 3,3A 14.47 ac.
> Field 4 01.75 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 - 8eulaville , NC — 28918
Phone [phone] - Fax [phone]
Signafufe oYowner or(fa' lity representa
Printed name of the same `above
/
Date VA
Si'9/a; of technical specialist
l ,-i p ic• V /� 4w ec 1
% r
Printed name of the same above
-/`
Date
5

�o

BENNY KENNEDY FARM
FIELD 2
FIELD 4
GRAPHIC SCALE
125' 250'
( IN FEET )
1 inch = 250 tt

a
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 Ibs
0 sows (farrow to feeder) x 522 Ibs. = 0 Ibs
2448 head (finishing only) x 135 Ibs. = 330480 Ibs
0 sows (farrow to wean) x 433 Ibs. = 0 Ibs
0 head (wean to feeder) x 30 Ibs. = 0 Ibs
Describe other : 0
Total Average Live Weight = 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 Ibs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/Ib. 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)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
250.0
240.0
50.0
38.0
1.0
2.5 : 1
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
AREA OF MIDSECTION
LENGTH * WIDTH * 4
217.5 207.5
57575 (AREA OF TOP)
34200 (AREA OF BOTTOM)
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
5A. Volume of waste produced
Feces & urine production in gal./day per 135 Ib. ALW
Volume =
Volume =
5B. Volume of wash water
180 days.
1.37
330480 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
603677 gals. or 80705.5 cubic feet
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 CF
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 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 slopes > 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 volume > 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 Tess 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: ✓ �"r \
DATE: 1/23/2008 DATE: 1/23/2008
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Oper-ator:Bernrny Kennedy County: Dui► 1 i ri
Date: 08/23/91
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
O sows (farrow to finish) 1417 1 bs. -- 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 1 bs
2448 head (finishing only) x 135 lbs. = f=n04P0 lbs
t, sows (farrow to wean) x 433 l bs . = 0 1 bs .
O head (wean to feeder-) x 2:0 lbs. = 0 1 bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ 330480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. SSLW x Treatment Vc► 1 urne (C:F) / 1 b r SSLW
Treatment Vc►lume(CF)/Ib. SSLW= 1 CIFIb. SSLW
Volume = 330480 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 ,;f dike at elevation 50.0 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.0 feet
Bottom of lagoon elevation 38.0 feet
Seasonal high water table elevation c7.0 feet
Total design volume using prismc►idal formula
SS/END1 SS/ENDS: SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 5 2 4 5 11.0
AREA OF TOF'
LENGTH * WIDTH =
4F; . c_i 5
AREA OF BOTTOM
LENGTH * WIDTH =
190„0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
217.5 2r?7.5
57575.0 (AREA OF TOP)
34200.0 i0.0 (AREA OF BOTTOM)
180525.0 (AREA OF MIDSECTION * 4)
C:U . FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA E:OTTCiM 7 * DEPTH/6
57575.0 1R0595.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 499217 CU . FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
;7 5 0.0 240.0 60000.0 square feet
•
Buildings (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 C:F/LE: SSLN 0. 001 6
Volume = :K40480 Lbs. SSL.W * C:F of Waste/Lb./Day * 180 days
Volume = 80705 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 FA.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per C:F
Volume = 0.0 cubic feet
5C:. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds eva.porat i c'n by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 35000.0 cubic feet
7.0 inches

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
FA . 80705 'cubic feet
5B. 0 cubic feet
SC:. _:5000 cubic feet
SD. :37F00 cubic feet
TOTAL 1 F:3:2c_'S cubic feet
�.. SUMMARY
Total required volume 4:=::I:685 cubic feet
Total design volume avail. 499217 cubic feet
Min. req. treatment volume plus sludge accumulation :7:w:04:30 cubic fete
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 pumping)
Seasonal high water table elevation 0.0 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
Iush system is designed end operated
sufficiently to remove accumulated
soilds 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 surface.
Excessive Vegetative Decaying vegetation
Growth
Maintain vegetative control along banks of
lagoons and other impoundments 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 Accumulations of feed residues
() Reduce moisture accumulation within and around
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 Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
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).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes
Systems
() Remove spillage on a routine basis (e.g. 7-10 day
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 stripes around stockpiles and manure handling
areas as needed.
The issues checked ()Ypertain 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.
(Landowner Signature)
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

rk\
- Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to M• imize Odor
Site Specific Practices
Farmstead
Swine production
('Vegetative or wooded buffers;
()Recommended best management
pr: ces;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
() Dry floors
Floor surfaces
Wet manure -covered floors
( lotto rs;
( aterers located over slotted floors;
() Feeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Parital micorbial decomposition
() Frequent manure removal by flush,pit
recharge,or scrape
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
() Fan maintenance;
(1 Efficient • ..movement
Indoor surfaces
Dust
N'Washdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyanance
() Underfloor flush with underfloor
ventilation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
() Sump tank covers
Outside drain collection Agitation during wastewater
or junction boxes
conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater
() Extend discharge point of pipes
undernh lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(XProper lagoon liquid capacity
() Correct lagoon startup procedures
() Minimum surface area -to -volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Proveniolcgical additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
Irrigate on dry days with little or no wind
() Mi ' um recommended operation pressure
( ump intake near lagoon liquid surface
() Pump from second -stage lagoon
AMOC--November 11, 1996

44
Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
()Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptyIng
() Extend drainpipe outlets underneath liquid
level
()Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
()Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
( ) Provogical additives or oxidants
Dead animals
Carcass decomposition
I Proper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
('j Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads ✓() Farm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-S wine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)

EMERGENCY ACTION PLAN
PHONF. NI JMRFR S
DWQ 9/0 - 39q- 3goo
EMERGENCY MANAGEMENT SYSTEM 9i 0 - of 96 - A/ b o
SWCD 9/0- 02q6 -a/ao
NRCS 9io-aid - A/a/
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 flows 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 caused the runoff.
e. 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:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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. Ate potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number , and
local NRCS 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 that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Aoc: ``'-Y Se C •
b. Contractors Address: " (IC.- a)4 % 144 f+AdC Him
c. Contractors Phone: ZA'2.- 5%6 - 2- `F -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
sery �.
tem, te-eMAC. ciy
7. 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.
3 December 18, 1996

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/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
irrigate 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 fertilizer 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 of 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 sidewalis, 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 or 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

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 inflow 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 occour 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.
Loading:
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.

rt‘
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 lever (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/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.
Do not pump the lagoon liquid level lower that 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:

rrg
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 phosphores, 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.
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.