310123_Application_20240223

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I . Certificate Of Coverage Number: AW S310123
2. Facility Name: Bonds Bacon #1
3. Pennittee's Name (same as on the Waste Management Plan): Daniel Hank Bond
4. Permittee's Mailing Address: 260 Batchelor Bay Rd
City: Wallace State: NC
Telephone Number: 910-289-7527 Ext. E-mail: honkbond7t'7a,gmail.com
5. Facility's Physical Address: 332-A Carrtown Rd
City: Rose Hill State: NC
6. County where Facility is located: Duplin
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"): ,5a, C f k �k.{a,
10. Operator Name (OIC): Daniel Hank Bond Phone No.: 910-289-7527
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 3,672
Operation Types:
Zip: 28466-7108
Zip: 28458
OIC #: 1006460
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13, Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
I
Lagoon
1/1/1992
Full, clay
753,260.00
108,675.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): D & _ Title:
Signature: boi�1404.1 Date:
Name (Print): Title:
Signature: Date:
Name (Print): Title:
Signature: Date:
0YJJ,a41
zjZ7(ZCIL
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Bonds Bacon #1 (31-123)
Daniel Hank Band
260 Batchelor Bay Road
Wallace, NC 28466
[phone]
01-24-2023
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Develop 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.
11,r11
Signature •
Signature (manager or producer)
a3
Date
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 B • ' I��
PP Y•
T hnical Specialist Signature Date
---------------------------------------------------------------------------------
Preview Database Version 4.1 Date Printed: 01-24-2023 Cover Page I

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 3,403,944 gals/year by a 3,672
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
6136
Incorporated
7363
Injected
7363
Irrigated
6136
Max. Avail.
PAN (lbs)*
Actual PAN
Applied 0bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,136
9463
-3,327
5,249,654
-1,845,710
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.
762825 Database Version 4.1 Date Printed: 01-24-2023 Source Page I of I

Narrative
1/24/2023
This plan is to change ownership only. All rates and windows come from histroical plan done by Billy
Houston dated 5-24-2006.
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762825 Database Version 4.1 Date Printed: 01-24-2023 Narrative Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
8201
HW I
11.00
10.00
NIA
Leon
Small Grain Overseed
1.0 Tons
rl-
Hybrid Bermudagrass Hay
3.0 Tons
8201
HW2
1.20
1.00
N/A
Leon
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
8201
HW3
4.20
4.00
N/A
Leon
Small Grain Overseed
L0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
8201
HW4
2.75
2.60
N/A
Leon
Fescue Hay
2.5 Tons
8201
PVT1
50.51
26.70
N/A
Leon
Small Grain Overseed
L0 Tons
Hybrid Bermudagrass Hay
3.0 Tons
PLAN TOTALS: 69.66 44.30
PotondatLeaching
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
762825 Database Version 4.1 Date Printed 1/24/2023
PCS Page 1 of I
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
8201
HWl
Leon
0.65
1.0
8201
HW2
Leon
0.65
1.0
8201
HW3
Leon
*0.35
1.0
8201
HW4
Leon
0.65
1.0
8201
PVT1
Leon
0.65
1.0
762825 Database Version 4.1 Date Printed 1/24/2023 IAF Page I of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 galtac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
41.25
82.50
123.75
Hay 6 ton R.Y.E.
300
29.38
20.62
41.25
61.87
Soybean 40 bu
160
15.67
38.67
77.34
116.01
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762825 Database Version 4.1 Date Printed: 01-24-2023 Sludge Page 1 of I

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.
A--;1-1.10 117—+n C+---- 0�;txT
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity Da s)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
109
1
2
108
1
3
139
1
4
174
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
169
1
11
166
1
12
154
* Available Storage Capacity is calculated as of the end of each month.
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762825 Database Version 4.1 Date Printed: 01-24-2023 Capacity Page I of I

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).
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1b2825 Database Version 4.1 Date Printed: 1/24/2023 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 fail 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.
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762825 Database Version 4.1 Date Printed: 1/24/2023 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
f,
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.
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762825 Database Version 4.1 Date Printed: 1/24/2023 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.
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762825 Database Version 4.1 Date Printed: 1/24/2023 Specification Paae 4

Crop Notes
The following crop note applies to field(s): HW1, HW2, HW3, PVT
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" 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.
The following crop note applies to field(s): HW1, HW2, HW3, PVT
Small Grain: CP, Mineral Soil, low -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.
------------------------------------------------------------------g------
762825 Database Version 4.1 Date Printed: 01-24-2023 CropNote Page 1 of 2

The following crop note applies to field(s): HW4
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 301b/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% to 50% for grazing. Apply N Feb. 1 to Mar.
20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
------------------------------------------
762825 Database Version 4.1 Date Printed: 01-24-2023 Crop Note Page 2 of 2

REINKE IRRIGATION SYSTEMS
F-WIS4676 :: HOBIB
11 Sep 201S 342062
454GPM ACRE
15. t 2 GPM (FuU. C1RCUE?
t 2 3
60.0
4.28" 4.28" 4.28"
179' 156' ��— 156' > 4.1 '
532' (20 ACRE)
....:., >...�...>...a .p...o.. a..'
.......... ..................
n
15 SIISQT
dF
LOFLO MFLO Blu
I*limp
i• • • i
DRNE SPEED: 1 1.3 FT/MIN
SRNV100
PSI (EST.)
•
DISCLAIMER THE UNIFORMITY OF WATER APPLICATION OBTAINED WITH THIS SYSTEM
CAN BE ADVERSELY AFFECTED BY MANY VARIABLES INCLUDING, BUT NOT LIMITED TO,
THE IMPROPER MAKEUP OR INSTALLATION OF THE NOZZLE PACKAGE; OBSTRUCTED
NOZZLES; TIGHT AND/OR SLOPING SOILS; IMPROPER END GUN ARC SETTINGS;
INCORRECT MAINTENANCE OF PIVOT PRESSURE; UNFAVORABLE CLIMATE CONDITIONS;
AND ERRATIC AND IMPROPER OPERATING SPEED OF THE SYSTEM. REINKE MFG. CO.,
INC. MAKES NO WARRANTY AS TO THE UNIFORMITY OF THE COVERAGE TO BE OBTAINED
FROM THIS WATER APPLICATION PRINTOUT OTHER THAN ITS MATHEMATICAL ACCURACY.
THE PRODUCTS, WHICH ARE SPECIFIED AS A PART OF THIS NOZZLE PACKAGE DESIGN,
ARE COVERED BY THE ORIGINAL MANUFACTURER'S PRINTED "WARRANTY AND
DISCLAIMER", WHICH APPLIES TO THE INDIVIDUAL COMPONENTS OF THEIR OWN
MANUFACTURE. REINKE MFG. CO., INC. CANNOT BE RESPONSIBLE FOR THE
PERFORMANCE OF THESE PRODUCTS AND MAKES NO WARRANTIES, INCLUDING THE
WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR
PURPOSE, WHERE PERMITTED BY LAW, AND DOES HEREBY DISCLAIM ANY LIABILITY FOR
DAMAGES DUE TO FAILURE OF THESE PRODUCTS TO PERFORM AS ANTICIPATED.
RE9NKE MANUFACTURING C0mPANYRMCCHART 2.20

REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
REINKE SYSTEM
CASE NUMBER: RP154676
DATE: 11
Sep 2015
DEALER: BB HOBBS
CUSTOMER
NAME: KENNY BARNHILL
NUMBER: 342062
SERIAL NUMBER:
0915-65236-2045
NUMBER OF TOWERS:
3
NOZZLE FILES:
R3000R
GAUGE PRESSURE:
75.0
PSI
FRICTION
C-FACTOR: 135
TOTAL SYSTEM FLOW:
450.0
GPM
FULL CIRCLE
GPM / ACRE: 15.1
TOTAL PIPE LENGTH:
532.0
FT
COVERAGE
WITHOUT GUN: 534.7 FT
END GUN TYPE:
SRNV100
ADJ. END
GUN RADIUS: 110.6 FT
SYSTEM MANUFACTURER: RMC2045
FT
PIPE ID TIRE SIZE CENTER DRIVE
1 175F2045
SPAN
1,
179.3.
4.28 IN
2 156F2045
SPANS
2- 3.
156.0.
4.28 IN 16.9 x 24 40:1
1 42GF45
OVERHANG,
40.8,
4.28 IN
DISCLAIMER
The uniformity of water anolication obtained with this system can be
adverselv affected by manv variables including. but not limited to,
the improper makeup or installation of the nozzle oackaae; obstructed
nozzles: tiaht and/or sloning soils; imoroner end aun arc settinas;
incorrect maintenance of Divot Dressure; unfavorable climate
conditions; and erratic and improper oDeratina sueed of the system.
Reinke Mfa. Co.. Inc. makes no warranty as to the uniformity of
the coveraae to be obtained from this water annlication nrintout
other than its mathematical accuracy.
The oroducts. which are suecified as a Dart of this nozzle nackaae
desian. are covered by the oriainal manufacturer's orinted "Warranty
and Disclaimer". which aDolies to the individual components of their
own manufacture. Reinke Mfa. Co.. Inc. cannot be responsible for
the nerformance of these oroducts and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE.
where permitted by law. and does herebv disclaim anv liability for
damages due to failure of these nroducts to oerform as anticipated.
RMCchart 2.20
N
0
N

RP154676 11 Sep 2015 RMC2045
----OUTLET---- -REG- PSI
No Loc Sep Model RegIn
1 6.6
2 11.4
3 16.1
4 20.9
5 25.6
6 30.4 30.4 LB15 75.8
7 35.1
8 39.9
9 44.6
10 49.4 19.0 LB15 75.1
11 54.1
12 58.9
13 63.6
14 68.4 19.0 LB15 74.3
15 73.1
16 77.9
17 82.6
18 87.4 19.0 LB15 73.6
19 92.1
20 96.9
21 101.6
22 106.4 19.0 LB15 72.8
23 111.1
24 115.9
25 120.6
26 125.4 19.0 LB15 71.9
27 130.1
28 134.9
29 139.6
30 144.4 19.0 LB15 71.2
31 149.1
32 153.9
33 158.6
34 163.4 19.0 LB15 70.1
35 168.1
36 172.9
37 176.1
38 178.5
179.3 TOWER NO. 1
39 181.6
40 186.4 23.0 LB15 68.9
41 191.1
42 195.9
43 200.6
44 205.4 19.0 LB15 68.5
45 210.1
46 214.9
47 219.6
48 224.4 19.0 LB15 67.6
49 229.1
50 233.9
51 238.6
3
TOWER,
450
GPM,
75 PSI
PAGE 2
---GPM---
----SPRINKLER-----
--- NOZZLE---
Req
Del
Model
Plate
SpNo.
PLUG
PLUG
PLUG
PLUG
PLUG
1.6
1.6
R3000
Red
1
#15
Lime w/lav
PLUG
PLUG
PLUG
2.2
2.2
R3000
Red
2
#18
Gray
PLUG
PLUG
PLUG
2.8
2.8
R3000
Red
3
#20
Turquoise
PLUG
PLUG
PLUG
3.6
3.6
R3000
Red
4
#23
Yllw w/red
PLUG
PLUG
PLUG
4.3
4.2
R3000
Red
5
#25
Red w/white
PLUG
PLUG
PLUG
5.2
5.3
R3000
Red
6
#28
Blue
PLUG
PLUG
PLUG
5.8
5.7
R3000
Red
7
#29
Blue w/brn
PLUG
PLUG
PLUG
7.5
7.3
R3000
Red
8
#33
Ornge w/grn
PLUG
PLUG
PLUG
PLUG
INLINE PRESSURE:
66.6
PSI
PLUG
8.6
8.6
R3000
Red
9
#36
Purple
PLUG
PLUG
PLUG
8.4
8.2
R3000
Red
10
#35
Green w/prp
PLUG
PLUG
PLUG
9.4
9.2
R3000
Red
11
#37
Prpl w/blck
PLUG
PLUG
PLUG

DD154676 11 Sep 2015 RMC2045 ,
----ODTLBT---- -8EG- PSI
No Loo Sep Model BegIo
52 243.4 I9.0 LB15 66.6
53 248'I
54 252.9
56 257.6
66 262.4 19,0 L815 67.1
57 257'1
58 271.9 9.5 LBI5 67.5
59 276.6
60 281.4 9.5 LB15 67.3
61 286-1
62 290'9 9'5 LB15 66.9
63 295.6
64 300.4 9.5 LBI5 66'7
65 305.1
66 309.9 9.5 LB15 66.4
57 3I4'6
68 319.4 9.5 LBI5 66.2
69 324.1
70 328.9 9.5 LB15 65.4
71 332.1
72 334.5
73 337.6
74 342.4 13.5 QBI5 65.2
75 347.1
76 35I.9 9.5 LBI5 65.3
77 366.6
78 361.4 9.5 LB15 65.1
79 366.1
80 370.9 9.5 LBI5 64.8
81 375.5
82 380.4 9.5 LBI5 64.6
83 385'l
84 389.9 9.5 LB15 64.5
85 394.6
86 399.4 9.5 LB15 64.2
87 4O4-1
88 408.9 9.5 LB15 64.1
89 4I3-6
90 4I8'4 9'5 LBIS 63'8
91 423.1
92 427.9 9.5 L815 62.7
93 432.6
94 437.4 9.5 L815 63.3
95 442.1
96 446'9 9'5 LBI5 63-2
97 45l-G
98 456'4 9'5 L815 63'1
99 461.1
IOO 466.9 9.5 LQI5 62'8
lOI 470.6
IO2 475.4 9.5 LBIS 62.7
3
TOWER,
450
GPM,
75 PSI
--- GPM---
---- SPRINKLER _----
Reg
Del
Model
Plate
Gp0o-
l0.l
10.2
&3000
Bed
12
PLUG
PLUG
PLUG
7.9
7.8
R3000
Red
13
PLUG
5^7
5.7
B3000
Red
14
PLUG
5.7
5.7
D3000
Bed
15
PLUG
6.0
6,1
D3000
Red
16
PLUG
6'0
6'1
R3000
Red
17
PLUG
6.3
6.4
R3000
Red
18
PLUG
6.4
6.4
R3000
Red
19
PLUG
8^1
8.2
B3000
Red
20
PLUG
PLUG
I0LI0E PRESSURE:
62.6
PSI
PLUG
8.4
8.2
D3000
Red
21
PLUG
7.3
7.3
R3000
Bed
22
PLUG
7.4
7.3
B3000
Bed
23
PLUG
7.6
7.8
B3080
Red
24
PLUG
7.6
7.8
R2000
Red
25
PLUG
7.8
7.8
R3000
Red
26
PLUG
8.1
8.2
D3000
Red
27
PLUG
8.3
8,2
B3000
Red
28
PLUG
8.7
8'6
R3000
Red
29
PLUG
8.8
8.6
B3000
Red
30
PLUG
9.1
9.2
B3000
Red
31
PLUG
9.1
9'2
B3000
Red
32
PLUG
9.2
9.2
B3000
Red
33
PLUG
9-6
9.7
R3000
Bed
34
PLUG
9.6
9,7
R2000
Red
35
PAGE 3
---00ZZL8---
#39 Black w/trg
#34 Dzk Green
#29 BIma w/bro
#29 Blue w/bzu
#30 Drk Brown
#30 Drk Brown
#31 Brwu w/orog
#3I 8zwo w/nzog
#35 Green w/nro
#33 Ozoge w/gru
#33 Uruge w/gru
#34 Drk Green
#34 Drb Green
#34 Dzb Green
#35 Green w/prp
#35 Green w/Drp
#36 Purple
#36 Purple
#37 PcpI w/bIcb
#37 Pzpl w/blok
#37 Pzpl w/bInk
#38 Black
#38 Black

Dg134676 Il Sep 20I5 RMC2045 , 3 TOWER, 450 GPM, 75 PSI PAGE 4
----ODTQQT---- -DEG- PSI --- GPM --- ---- SPRINKLER ----- ---0OZZLG---
0n Loo Sep Model 8egZo Reg Del Model Plate 3pNo.
103 480.1 PLUG
184 4849 9.5 LB15 62.9 9.0 9.2 83000 Red 36 #37 PrDI w/bIck
` 105 488.1 PLUG
106 490.5 PLUG
491.3 TOWER NO. 3 INLI0E PRESSURE: 60,5 PSI
107 492.9 8.0 LB15 62.8 9.1 9.2 B3000 Red 37 #37 Prpl w/blok
I08 497.6 PLUG
I09 502.4 0.5 LB15 62.3 10.1 I0-2 B3000 Red 38 #39 Black w/tcq
IlO 507.1 PLUG
llI 511.9 9.5 LBI5 62.5 9.9 9.7 B3000 Red 39 #38 Black
112 5I6-2 PLUG
113 520.5 8.7 LD15 62'4 9-8 9,7 D3000 Red 40 #38 Black
114 524.9 PLUG
1I5 529.2 8,7 B815 61,7 11.4 11,3 R3000 Red 41 #4I DrbTrg w/oxa
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ABC: I70p)
522,0 60,0 138.4 142.7 S80VI00 ,80"
SYSTEM ZNLINO END PRESSURE: 60-2 PSI, INCLUDING 0 FT INCREASE IN ELEVATION
TOTAL GPM DELIVERED: 450,2
SPRINKLER SPACING LIMITS HAVE BEEN EXTENDED AT SOME OF THE TOWERS.
41 MOUNTING First ootlet= 6. Last outlet= 115
Duoe Qroo w/MxDB O-nioe 0000-000 (Leogtb= 10.00 ±t)
O-PIPE- 3/4"MaIe x B.Barb Galv 00810I
Flex Hose Droo xVari> 1I1173 (Leuotb= I0.00 ft)
Standard Tee 143792 (as needed)
Standard Regulator 0000-000 (as needed)
r",

RPI54676 11 Sep 20I5 IUMC2045 , 3 TOWER, 450 GPM, 75 PSI PAGE 6
NOZZLE SELECTION VERIFICATION
GI9Qy # 1 2 3 OD+DG
ACRE 2.2 5.8 9.3 I2'4
GPM REQ. 33.0 88.5 135.5 188.8
GPM DEL. 32.7 88.5 135.9 192.8
_____ _____ _____ _____
' & DEV. -I& 0& 00 20
DATA FILE IDENTIFICATION
File Soriokler Plate Soz0o ID KeuuIator Floe PSI In x Out ID
----------------------------------------- ---------------------------------
R300OR Rotator Red l- 41 8F27 LB16 LO 15 F x ST 7678
BB15 DZ 15 F o ST 748C

^
APPLICATION DEPTH | | | | | | | |
/I0\ | 0.15 | 0.25 | 0.58 | 0.75 | 1.00 | 1.25 | I.50 |
------------------ |------- |------- |------ | | | | |
rTZMDR SETTING | IUO | 61 | 30 -|20 -------| is -------|12 -------|10 -------|
------------------ |------- |------- |------- |------- |------- |------- |------- |
GROUND SPEED AT l00% TIMER 8ETTZNG:II.28 FT/MIN
The revolution time mav vary some from the values indicated above' This
may be doe to generator speed, slippage, or over/under inflated tires.
Power fzeoueuon is GO Hertz.
Loaded radius of tires is 24.7 IN.
W
W

RP154676 11
Sep
2015
RMC2045 ,
3 TOWER, 450 GPM,
-PART NUMBER
AND
SHIPPING
SUMMARY -
SHIP
SYSTEM
PART NO.
OTY
OTY
DESCRIPTION
111767
1
1
.80"
10OTB E.G.NOZ
113623
41
41
D6
PLATE-12-RED48839
113848
40
40
REG
154
LF BT 3/4ST
113854
1
1
REG
154
HF BT 3/4ST
113861
41
41
BODY-R/S-3000-NEL
49412
113862
41
41
CAP/MTR-R3000-BLUE-49539
113887
1
1
415
3TN
NOZ
LIME/LAV
113890
1
1
418
3TN
NOZ
GRAY
113892
1
1
420
3TN
NOZ
TURQUOISE
113895
1
1
423
3TN
NOZ
YELLOW/RED
113897
1
1
425
3TN
NOZ
RED/WHITE
113900
1
1
428
3TN
NOZ
BLUE
113901
3
3
429
3TN
NOZ
BLUE/BROWN
113902
2
2
#30
3TN
NOZ
DARK BROWN
113903
2
2
431
3TN
NOZ
DK.BROWN/ORG
113905
3
3
433
3TN
NOZ
ORG/DK.GREEN
113906
4
4
#34
3TN
NOZ
DARK GREEN
113907
5
5
435
3TN
NOZ
GREEN/PURPLE
113908
3
3
436
3TN
NOZ
PURPLE
113909
6
6
437
3TN
NOZ
PURPLE/BLACK
113910
4
4
#38
3TN
NOZ
BLACK
113911
2
2
439
3TN
NOZ
BLACK/TROUSE
113913
1
1
#41
3TN
NOZ
TRQUSE/MSTRD
TOTAL 3TN NOZZLES:
41
75 PSI PAGE 7
CASE NUMBER: RP154676 DATE: 11 Sep 2015
DEALER: BB HOBBS CUSTOMER NAME: KENNY BARNHILL
NUMBER: 342062 SERIAL NUMBER: 0915-65236-2045

i -J-►y I v I i UcN Lv i v vNm inivi raunaVa a im auatwI I vuIuc
F av r. I
LLER: BB HOBBS CUSTOMER NAME: AENNY BARNHILL
6MR: 342062 SERIAL NUMBER: 0915-65236-2045
Notes
a FxF or MxHB weight is used, its length has been deducted from the total drop length.*
:zle size calculations are based on no arch and constant drop lengths.
igth of drop component indicated by '(Vari Len.)' are in 'in'
:inkler ground clearance 60 in; Height to pipe at tower 157 in
:a source file R44C2045; selection 'Lengths for Steel, PVC, or Plastic drops'
MOUNTING ASSEMBLIES:
Hose Drop w/MxHB U-pipe
U-PIPE- 3/4^Male x H.Barb Galv
Flex Hose Drop Vari Len
Standard Tee
Standard Regulator
WER NO. 0, ID= 4.28
102E 1A#15LB15
2 #18
114 3 #20
114 4 #23
114 5 #25
114 6 #28
108 7 #29
: :<
WER NO. 1, ID= 4,28
96 9 #36
6 102 10 #35
7
8
9
10 108 11 #37
11
12
13
14 108 12 #39
15
16
17
18 108 13 #34
19
20 108 14 #29
21
22 108 15 #29
23
24 108 16 #30
25
26 102 17 930
27
28 102 18 #31
29
30 96 19 #31
31
32 96 20 #35
33
34
TOWER NO. 2, ID= 4.28
1
2 96 21 #35
3
4 102 22 #33
5
6 102 23 #33
7
8 108 24 #34
9
10 108 25 #34
11
12 108 26 #34
13
14 108 27 #35
15
16 108 28 #35
Model Sprinkler Plate
A= R3000R Rotator Red
17
18 108
29 #36
19
20 108
30 #36
21
22 108
31 #37
23
24 108
32 #37
25
26 102
33 #37
27
28 102
34 #38
29
30 96
35 #38
31
32 96
36 #37
33
34
TOWER NO. 3, ID= 4.28 OVERHANG
1 96
37 #37
2
3 96
38 #39
4
5 96
39 #38
6
7 96
40 #38
8
9 96
41 #41HB15
END GUN
TYPE:SRNV100.80°
GAUGE PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
75.0 PSI
450.0 GPM
532.0 FT
Length Summary
Length: Quantity
96: 11
102: 9
108: 17
114: 4
Total Length = 356 ft
Regulator Flow Duty PSI Outlet
LB15 LO 15 P x ST
HB15 HI 15 F x ST

WASTE MANAGEMENI" PLAN
FOR
3 - 1224 MURPHY TOPPING HOUSES
(total capacity 3672 hogs)
FOR
AARON CAVENAUGH
ROUTE 3 BOX 155A
WALLACE, NC 28466
SITE LOCATED AT GREENEVERS
'
'
'
--
m
4<�
w

�
E� Aaron Cavt 'ugh'
�\� �a�
'���D���SS: Rt. �, lox 155A WarN� 284
PAGE 2
TYPE AND SIZE 3-1224 Murphy Houses
OPERATION Topping
ULASS IV
DESIGNED BY M. E. Sug3
DATE 5/22/90
APPROVED BY
DATE
PERMANENT STORAGE
�
�
3672 Hogs x' 135 |bs per hog 1 Cu Ft per /b.
TEMPORARY STORAGE
495720 |bs of animal x 1.35 cu. ft. of waste per day
per 1000 |bs of animal wt. x 180 days
RAINFALL LESS LESS EVAPORATION
7" X 108675 sq. ft. surface area per 12"per ft
L - 25 YR. 1 DAY STORM
108675 sq. ft. of surface area per 12" per ft.
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
AMOUNT OF FILL DIKE
PAD
TOTAL
SETTLEMENT 10%
TOTAL AMOUNT OF FILL
CUT TO FILL R)T70 TOTAL EXCAVATION
7�(� ���7~
U
��� /v�i
L---
495720 Cu Ft
./
120460 Cu Ft
~/
63394 Cu Ft
~~
67922
Cu
Ft
747496
Cu
Ft
27685
Cu
Yds
753260
Cu
r
Ft.
27899
Cu
Yds'
106755
Cu
Ft
273833
Cu
Ft
---------
380588
Cu
Ft
38059
Cu
Ft |
|
---------
418647
Cu
Ft
/i
15505
Cu
Yds |.
U
588975
Cu
Ft ! /
21814
Cu
Yds�'—
�2.J-o T,
/
o' / ER
/~' MA\� /; E-- /m/-- O
'
h y� S -FA 8/ � /� ^l -��i)/��L f i/ ��T-�u7
��` .~ . ' ` uv/~ ' �~
�
_

�
NAME: PAGE 3
` OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soi| conditions, f|ushin3 operations and
the amount of fresh water added to the system. '
Land app|icat ion of waste water is reco8nized as an acceptab|e
method of disposal. Irrigation by using center pivot, gun,or
trav|er is the preferred and most efficient method to dispose of
the effluent from the lagoon. Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fie|ds.
The following items are to be carried out:
1. Begin pump -out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre -determined e|evat'ion.'
2. Stop pump -out before the lagoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents the 'loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch
maximum recommended app|ication rate is 0.5 inch per hour.'
4. It is recommended that the treatment lagoon be precharged to
1/2 its capacity`to prevent excessive odors during beginning
stages of the operation. Prechar3in8 reduces the concentration of
the initia| waste enter in8 the }a3oon thereby reducinS odors
Solids should be covered with water at all times. ^
5. Keep vegetation on the embankment and areas around the lagoon
and bui|dinSsmowed. '
6. Repair any eroded areas and establish in vegetation.
T. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Natural Resources and Community Development (DNRCD) Wastewater
Management Section, has the responsibility for enforcing this
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand how many
acres are required in order to land apply the waste and that
t a3oon may have to be pumped 2 or more times a year. This
d� 8n has been explained to me and I agree with all provisions
stated in the design. I also certify that there are no residence
other than mine or my tenants' within 750 feet of this operation
I understand that compliance with this design DOES NOT prevent ~
someone from e b or other reasons.
qi�n;t i-

mmmmff-
om�
\�R IMATE ANNUAL �^.RO8�' �N) AND PHOSPHORUS ' � PR[ �TION
~' N: 86850 L8 P: 25331 LB
TONS OF WASTE STORED." 7228
ORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
I~ DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH PERFORMS WASTE ANALYSES. YOU SHOULD CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEI8H N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
LAND REQUIREMENTS FOR WASTE APPLICATION
367�inish operation:
Land Avail. Land Required
0.0 69.8 ac. of cropland planted,to corn
0.0 32.3 ac. of coastal bermudaSrass--grazed
0.0 26.4 ac. of coastal bermudagrass--hay
f razed
55.0 51.4 ac. o fescue --grazed
107.0 percent of land required is available
0 sow Farrow to Feeder operation:
�
�
� /d Avai|. Land Required
0 0.0 ac. of cropland planted to corn
0 ` 0.0 ac. of coastal bermuda8rass--grazed
0 0.0 ac. of coastal bermuda8rass--hay
0 0.0 ac. of fescue --grazed
ERROR percent of land required is available
0 sowFwprow
to
Finish
!operation:
Land Avai|.
Land Required
0
0.0
ac.
of
cropland planted to corn
0 - �
0.0
ac.
of
coastal bermudaSrass--grazed
0
0.0
ac.
of
coastal bermudagrass--hay
0
0.0
ac.
of
fescue --grazed
ERROR percent of land required is available
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES invert of outlet pipe
�--------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN
GALLONS TO BE PUMPED EVERY 6 MONTHS
3 feet below outlet pipe
__----____---___----___-_____-
1888316.9 3a||ons
EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
OFF ��- ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRIGATION

Aaron Caau3�w��
�~ 7/4_`EDING SPECIFICATIONS
AREA TO BE SEEDED
�
�
��
PLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
2.5 AC.
2500 LBS. 8-8-8 FERTILIZER
5 TONS DOLOMITIC LIMESTONE
250 BALES SMALL GRAIN STRAW
125 LBS. FESCUE GRASS
87.5 LBS. OATS
125 LBS. 8AHIA GRASS
10 LBS. WEEPING LOVE GRASS
30 LBS. HULLED 8ERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
NEAREST RESIDENCE IS
T.8.M.
ELEVATION
1600 FT.
PE
DESCRIPTION
Nail in power pole approx. 225' west of I,4+00
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LASOON'ANDTHE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS' DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS.) �/'
id
PAGE 5

ww�
DEPTH [AREA O�� PAGE 6
~�VOLUME = ____ F_TOP_+_AREA_OF_8OTTOM + 4 >(tREA OF MIDSECTION]
6.0 - 27
-ILUME --
JLUME = __DEPTH__ [____L____X____W__+__L__X W + 4 X L X W ]
6 ---------------
27
VOLUME = ______9^0 [_____234_X___309_+_18O_X 255 + 4 X 207 X 282]
6~0 ------------------------------
27
9.0 [ 3517021
VOLUME = --____- --------
6.0 27
527553.0 CU.FT
VOLUME = ---------
^
27.0
75600.0 sq.ft.
747495.6 cu. ft. needed
SIDE SLOPES 3:1
(0�"
VOLUME = __DEPTH__ [AREA
_OF_TOP
_+_ AREA
_OF_BOTTOM + 4 X AREA OF MIDSECTION]
6.0 27
--
VOLUME
VOLUME = __DEPTH_.__[_--_L_-__X__�_W__+__L__X__ W + 4 X L X W ]
6 - ------------
27
/OLUME = _______~_ --___204-X3O9_+_150_X_ 255 + 4 X 177 X 282]
6.0 - -----------------_------
27
/OLUME --____
= 9^O C 15O4T1] .
--------
6~0 27
225706.5 C.U.T
OLUME = ---------
^ ^
27.0
OLUME = 8359.5 CU.YDG.
\ '
33075.0 sq.ft.
0.0 cu. ft. needed '
.
�� �

AWS310123
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

AWS310123
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter 1 early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer 1 early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

�1 :. •
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
AWS310123
Embankment -- look for:
1. settlement, cracking, or' jug" holes
2. side slope stability — slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

" =et M104acon #1 AWS310123
N
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

Bonds Bacon #1 AWS310123
• Practice water conservation — minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

N
1 100 =1f 91
RTI� 1
• 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:
0 Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

���The application ofsludge will increase the amount ofodor mtthe waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern ofneighbors.
Possible Causes of Lagoon Failure
Lagoon failures namub in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overb)ppinQ, and breach
Ofthe dam. Assuming proper design andconstn/ctk}n.theOVVOerhasthe[egponsibi|Ux
for ensuring structure safety. Items which may lead to lagoon fgi|unaa include:
° Modifinuhonofthmlagoonetructure—mnexample is the placement ofmpipe hmthe
dam without proper design and construction. on expert in lagoon design
before placing any pipes|ndamm.)
* Lagoon liquid levals—hiohlevelsoreesafetyrisk
° Failure toinspect and maintain the dam.
° Excess surface water flowing into the lagoon.
° Liner integrity — protect from inlet pipe scouring, damage during sludge removm, 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 darn. Once this damage mtaMm, it can quickly cause u large
discharge ofwastewater and possible dam failure.

AWS310123
EMERGENCY ACTION PLAN
r
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
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:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Bonds BarmO#1 ANpS310123
`u> Have eprofessional evaluate the condition u[the side walls and the lagoon bottom ensoon
as possible.
2. Assess the extent ofthe spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
o. Any damage notes, such enemployee injury, fish kills, orproperty damage?
d. Did the spill leave the property?
e. Does the spill have the potential tureach surface waters?
L Could afuture rain event cause the spill bmreach surface waters?
g. Are potable water wells indanger (either onoroff the propwdy)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office, Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness ofthe situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
o. Instruct EMS hocontact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
e"11 offioefor advice / technical assistance phone number.
4. Ifnone cfthe above works call S11orthe Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: PO Box 856, Warsaw, NC 28398
o. Contractors Phone
8. Contact the technical who certified the lagoon UNRC8. Consulting Engineer, ato\
a. Name:
b. Phone: [phone]
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.
Id

AWS310123
id
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters
Accumulation of solids (,/) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits
Crusted Solids { ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive
Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(} Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. Inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10

AWS310123
Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (vf pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
11

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Bonds Bacon #1 AWS310123 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
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.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
7 F] 13B.0200.
FAF� Rendering at a rendering plant licensed under G.S. 106-168.7.
7 F] Complete incineration according to 02 NCAC 52C .0102.
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.
F] 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).
E] Q 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.
boA M, #A 01/24/2023
(01111 Signature of Farm Owner/Manager Date
100� 01/24/2023
Signature of Technical Specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWGI00000 -Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition 1I.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [15A NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
❑ Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
C,tt I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
Facility Name
JU• M i•FW
•
Owner/Permittee Name and Title (type or print)
of Owner/Permittee
Signature of Operator in Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
AWS310123
Permit Number
01/24/2023
Date
Date
DTASIE 1-22-2020