310482_Application_20240228

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310482
2. Facility Name: Maready Farm Inc
3. Permittee's Name(same as on the Waste Management Plan): Timothy Lee Maready
4. Permittee's Mailing Address: 605 Cypress Creek RO&A
City: Wallace State: NC Zip: 28466
Telephone Number: 910-289-1168 Ext. E-mail:
5. Facility's Physical Address: 671 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): William Glen Sholar
8. Farm Manager's telephone number(include area code): 910-285-3721 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): Marlee Kate Maready Phone No.:110-A91-/l k8 OIC#: 1013797
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 1,975
Operation Types:
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 Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
BIG Lagoon 5/8/1985 Full,clay 278,160.00 51,250.00 19.50
SMALL Lagoon 7/18/1994 Full,clay 162,960.00 26,400.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): � ,e Title: C 41� .0
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Waste Utilization Plan
Producer: Timothy Lee Maready County: Duplin
Name of Farm: Maready Farm Inc. (31-482)
(711 Location: 605 Cypress Creek Road
Wallace, NC 28466
Phone: [phone]
Type of Operation: Feed-Finish
Number of Animal: 1975
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 3753 ton/year
Amount of plant available N (PAN)produced/year: 3555 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater.The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.Waste should be analyzed
before each application cycle.Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities,and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year.Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils,when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution,the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future,you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility.Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made,which

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Bull&Buddy Farms Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the production.crop
type
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Lime must be applied to maintain H in the op timum rang a forspecific crop
waste utilization plan,if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Table 1 for Bermuda/Small Grain Hay
Tract No. Pull No. Soil Type Crop Yield/Ac Lbs. N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
71850 1 FoA/WoA Bermuda/Hay 4.5 43 1.97 382 MAR-SEP 194
71850 1 FoA/WoA SG/Hay 1 50 1.97 99 OCT-MAR 50
71850 2 FoA/WoA Bermuda/Hay 4.5 43 1.71 333 MAR-SEP 194
71850 2 FoA/WoA SG/Hay 1 50 1.71 86 OCT-MAR 0
71850 3 FoA Bermuda/Hay 6.0 46 1.81 499 MAR-SEP 2�6
71850 3 FoA SG/Hay 1 50 1.81 91 OCT-MAR 50
71850 4 WoA Bermuda/Hay 4.5 43 1.78 344 MAR-SEP 04
71850 4 WoA SG/Hay 1 50 1.78 89 OCT-MAR 0
71850 5 WoA Bermuda/Hay 4.5 43 2.21 429 MAR-SEP 104
71850 5 WoA SG/Hay 1 50 2.21 111 OCT-MAR $0
71850 6 WoA Bermuda/Hay 4.5 43 1.85 359 MAR-SEP 194
71850 6 WoA SG/Hay 1 50 1 1.85 93 OCT-MAR 90
72747 Pivot FoA Bermuda/Hay 6.0 46 7.34 2026 MAR-SEP 276
72747 Pivot FoA SG/Hay 1 50 7.34 367 OCT-MAR S0
Total 18.67 5305lbs.
Available Nitrogen 3555 lbs.
Surplus or deficit -1750 lbs.
Table 2 for Bermuda/Small Grain Graze
Tract No. Pull No. Soil Type Crop Yield/Ac Lbs. N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
71850 1 FoA/WoA CB/Graze 3.38 43 1.97 286 MAR-SEP 145
71850 1 FoA/WoA SG/Graze 1 50 1.97 99 OCT-MAR 50
71850 1 2 FoA/WoA CB/Graze 3.38 43 1.71 249 MAR-SEP 145
71850 2 FoA/WoA SG/Graze 1 50 1.71 86 OCT-MAR 50
71850 3 FoA CB/Graze 4.5 46 1.81 374 MAR-SEP 207
71850 3 FoA SG/Graze 1 50 1.81 91 OCT-MAR 50
71850 4 WoA CB/Graze 3.38 43 1.781 258 MAR-SEP 145
71850 4 WoA SG/Graze 1 50 1.78 89 OCT-MAR $0
71850 5 WoA CB/Graze 3.38 43 2.21 321 MAR-SEP 145
71850 5 WoA SG/Graze 1 50 2.21 111 OCT-MAR 50
71850 6 WoA CB/Graze 3.38 1 43 1.85 269 MAR-SEP 145
71850 6 WoA SG/Graze 1 50 1.85 93 OCT-MAR 50
72747 Pivot FoA CB/Graze 4.5 46 7.34 1519 MAR-SEP 207
72747 Pivot FoA SG/Graze 1 50 7.34 367 OCT-MAR 50
Total 18.67 4211lbs.
Available Nitrogen 3555 lbs.
Surplus or deficit -656 lbs.
Applying the above amount of waste is a big job.You should plan time and have appropriate equipment to apply
the waste in a timely manner.
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The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that i
addresses all nutrients.This plan only addresses nitrogen.
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In interplanted fields(i.e.small grain,etc.interseeded in bermudagrass),forage must be removed through
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ha and or silage.Where grazing,plants should be razed when the reach a height of six to nine
grazing, Y / g g g,P g Y g
inches.Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc.is to be removed for hay or silage,care should be exercised not to let small grain to reach maturity,
especially late in the season( i.e.April or May)Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass.This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation,you are encouraged to cut the small grain earlier.You may want to consider harvesting hay or silage
two to three times during the season,depending on the time small grain is planted in the fall.
The ideal time to interplant small grain,etc.is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
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Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock.Sampling forage or hay for nitrate levels is recommended.
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Acres shown in the tables are considered to be the usable acres excluding required buffers,filters strips along
ditches,odd areas unable to be irrigated,and perimeter areas not receiving full application rates due to
equipment limitations.Actual total acres in the field listed may,and most likely will be,more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
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SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements.Your production facility will produce approximately 711 lbs.of plant availabl�
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 3555 lbs.of PAN to utilize.Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 1 12
acres of land.If you apply the sludge to corn at the rate of 125 lbs.of nitrogen per acre you will need ! 28
acres of land.Please be aware that these are only estimates of the PAN and the land needed.Actual
requirements could vary by 25%depending on the sludge waste analysis,soil types,realistic yields,and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs.This rate is limited by initial soil moisture content,soil structure,soil texture,water
droplet size,and organic solids.The application amount should not exceed the available water holding capacity
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of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop
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If surface irrigation is the method of land application for this plan,it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
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The following table is provided as a guide for establishing application rates and amounts.
Tract No. Field No. Soil Type Crop Applic. Applic.
Code Rate(in/hr) Amount
71850 1 FoA/WoA Bermuda/Hay 0.33 0.95
71850 1 FoA/WoA SG/Hay 0.33 0.95
71850 2 FoA/WoA Bermuda/Hay 0.33 0.95
71850 2 FoA/WoA SG/Hay 0.33 0.95
71850 3 FoA Bermuda/Hay 0.33 0.95
71850 3 FoA SG/Hay 0.33 0.95
71850 4 WoA Bermuda/Hay 0.33 0.95
71850 4 WoA SG/Hay 0.33 0.95
71850 5 WoA Bermuda/Hay 0.33 0.95
71850 5 WoA SG/Hay 0.33 0.95
71850 6 WoA Bermuda/Hay 0.33 0.95
71850 6 WoA SG/Hay 0.33 0.95
72747 Pivot FoA Bermuda/Hay 0.33 0.95
72747 Pivot FoA SG/Hay 0.33 0.95
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This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is
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not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations.The maximum application amount shown can be applied under optimum soil conditions.
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Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
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It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
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Bull&Buddy Farms Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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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 which reaches surface water is prohibited.
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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 waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed,the nitrogen needs for realistic crop
yields based on soil type,available moisture,historical data,climatic conditions,and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons,but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393-Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application.Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding,it will be soil incorporated
on conventionally tilled cropland.When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See"Weather and Climate in North Carolina"for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the 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 or flies.
8. Animal waste shall not be applied to saturated soils,during rainfall events,or when the
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. Waste nutrients 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 j
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 from any perennial stream or river(other than an irrigation ditch or canal.Animal
waste other than swine waste from facilities sited on or after October 1, 1995),shall not be
applied closer than 25 feet to perennial waters.(See Standard 393-Filter Strips).

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Bull&Buddy Farms Page 7
REQUIRED SPECIFICATIONS
(continued)
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12. Animal waste shall not be applied closer than 100 feet to wells. I
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13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner. I
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14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,drainage ways,or wetlands by
discharge or by over-spraying.Animal waste may be applied to prior converted wetlands
provided they 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.
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16. Domestic and industrial waste from wash down facilities,showers,toilets,sinks,etc.,shall
not be discharged into the animal waste management system. j
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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 evidences 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 vegetation 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.
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21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage(pumping volume)of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers.A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element.Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained.Soil and waste analysis records shall be kept
for five(5)years. Poultry dry waste application records shall be maintained for three(3)
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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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Maready Farm Inc. (31-482)
Owner/Manager Agreement Maready Farm Inc.(31-482)
1 (we)understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we)also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Timothy Lee Maready
Signature: Date:
Name of Manager(If different from owner)
Signature: Date:
Name of Person Preparing Plan: G.Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: Date:

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NUTRIENT UTILIZATION AMENDMENT
Name of Farm: Maready Farm Inc.
Owner: Timothy Lee Maready
Manager: j
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Owner/Manager Agreement:
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I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan forthe farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system,or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
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I/we understand that I must own or have access to equipment,primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available atthe appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff. j
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Timothy Lee Maready
Signature. 12/1/21
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Amanda Hatcher
Affiliation: NC State Extension -Duplin County Center
Address: PO Box 949, 165 Agriculture Drive
Kenansville, NC 28349
Telephone: [phone]
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Signature: 12/1/21
Date
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Brock Equipment Co.
( ReInke
"'.—.^"°•" 6550 Deans St.
Bailey,N.C.27807
Office(252)235.4111
Call(252)230.5934
Fax[phone]
Grower: Bull Cavanaugh Date:0812212014
Farm:System Design 1:8/22/2014 Field Name:Field Layout 1:8/2212014 Field Area;11.47 acres
System Model: E2065 System Length:247,00 ft Total Irr.Area:7.34 acres
Number of Spans: 1
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� r fin:
;s
System Length 247.00 Total Spans:1 1et/2nd Endgun Throw:90
Pivot Center Lat/Long:34 46'56.91"N/77 43'57.52"W Degree of Sweep:360.00
Total Irrigated Acres:7.34 Pivot Acres: 4.40 1st/2nd Endgun Areas:2.94
SACISSAC Acres: Wrap Span Acres: Drop Span Acres:
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Primary Coverage 194 196 51 247
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1 Remaining: 3.79
250.79
Span information
Span No. 1
Model: E2080 End Boom
End Boom
Length: 194' 51,
Dist-Twr. 18a.OD fl' —
Pipe Size: a N/A
Outlet Sp: 57" 57"
Primary(1st)Endgun Areas by Location
SR75 Degree from North Degree from Pivot Start Latitude/Longitude In Degrees Area
(feet) Start Stop Start Stop Start Stop Acres
Area 1 23.8 302.5 23.8 302.5 34 49'59.99"N 34 46'58.8TN 2.94 acres
77 43'65.99"W 77 44'0.98"W
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EFFECTIVE WETTABLE ACREAGE FOR
BULL & BUDDY FARM--12/7/17 ADDITION
ZONE #Outside Ex. Ac/S k #Inside Exist AGS k #Outside New Ac/S k #Inside NewFAcS k Total/Zone
1 6 0.193 0.151 5.0 0.162 51 1.97
2 1 0.193 9.0 0.151 1.0 0.162 51 1.71
3 3 0.193 5.0 0.151 2.0 0.162 1.0 . 51 1.81
4 5 0.193 0.0 0.151 5.0 0.162 0.151 1.78
5 5 0.193 1.0 0.151 6.8 0.162 0.151 2.21
6 0.193 0.151 6.8 0.162 5.0 0.151 1.85
Total 11.32
NOTES: 1.Wetted acreage is calculated based on existing for previous land application areas and new standards for additions.
(Previous calculations used for unchanged zones from design 7/9/2004)
2.Effective wetted area based on utilizing#20 nozzle @ 65 psi x 90%of chart, 135'diameter,89 spacing (60%).
3.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4.OPERATOR MUST VERIFY REQUIRED SETBACKS AND VERIFY OUTER THROW TO ENSURE ACCURATE APPL.
CALCULATIONS BY:
Signed Date
R. Gregory Swain, P.E.
305 Wendover Lane �e�►ti���C A f,,,,�
ZN CIQ p�
Wilmington, NC 28411 ;�• pcR
[phone] �����S Sflfll0/y e 9
JUrtl..�eoo -_
•
16415
�• o

LEGEND N ❑ TES Jf
\\ 1. IRRIGATION LAYOUT BASED ON NEW INFO PROVIDED BY
/ NEW 135' DIA, PRESTAGE FARMS 11/2017
SPRINKLER PATTERN
2. LAYOUT AND SPACING BASED ON SENNINGER 7025 SPK
AIR VENT w/ #20 NOZZLE OPERATED @ 65 psi AND USING 90%
® THRUST BLOCK OF CHART DIA (15M.9= 135 ),
3. LATERAL AND SPK SPACING @ 80' = 59% SPACING.
a VALVE 4. OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN
+ GROUND ENTRY ACTIVE CROP AREAS, NO LAND APPLICATION DURING
EXISTING RISER RAINFALL, FROZEN GROUND, OR WIND > 5 mph,
5. OPERATOR MUST MANAGE APPLICATIONS TO PREVENT
------------- DITCH APPLICATION IN SURFACE DITCHES OR OTHER BUFFERS,
------ FIELD BORDER °®
-- -- - - - SPRAY ZONES °®
NXI
Asy
-4 tit
IA
141/
i
R. GREGORY SWAIN, P.E,
305 Wendover Ln. Wilmington, NC 28411
910-590-5179
BULL.-& BUDDY -
IRRIGATION ADDITION
DATE; 12/7/17 SCALE;1' = 200'

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SWAIN CONSULTING SERVICES, INC.
503 UNDERWOOD ST.
CLINTON, NC 28328
Telephone [phone] Fax [phone]
gswainAikadansystem,com
IRRIGATION SYSTEM DESIGN
OWNER: Christy Cavanaugh
136 Sidney Cavanaugh Lane
Wallace, NC 28466
FARM NAME: Bull & Buddy Farm
FARM LOCATION: Hwy 50 Chinquapin
Duplin County
FARM TYPE: FEEDER-FINISH SWINE
INTEGRATOR: PRESTAGE FARMS, INC.
DESIGNER: R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
NC License#016415
SEAL: DATE: -7/��d l�
00
5 0 164155 • _
• i a

Specifications for Land Application of Wastewater
Preliminary Irrigation System Design
Farm Name: Bully & Buddy Farm County: Duplin
Address: Hwy 50 Phone: (910)
Chinquapin, NC
Farm Type: Feeder to Finish Swine Facility Population: 1440 Pigs
Bull & Buddy is a feeder to finish facility with anaerobic lagoon providing treatment and
temporary storage of wastewater. The Waste Utilization Plan for this farm is developed by
Prestage Farms technical specialist. Waste is utilized on this farm by a cropping system
comprised of Hybrid Bermuda Grass Hay overseeded with small grain. This plan includes new
solid set irrigation in two existing sprayfield areas, and additional newly cleared area adjacent to
one existing field.
Table 1: Waste Utilization Area Properties
Tract Field Soil Type Avail. Acres
71850 1,2,3 WoA 6.8
71850 N6 FoA 2.8
71850 4 FoA 1.83
Land Application System
A solid set permanent irrigation system is specified for application of wastewater on this site.
All sprinklers will be single nozzle Senninger 7025RD-1-1"M with all full circle spray patterns.
The wetted diameter of the specified sprinkler is approximately 150 feet and the flowrate is 21.8
gpm at an operating pressure at the sprinkler of 65 pounds per square inch (psi). Based on field
testing by NCSU, sprinklers are estimated to deliver approximately 90% of manufacturers stated
spray diameter, so design is based on 135 feet. Using a common spacing of 60% of the wetted
diameter requires a spacing of approximately 81 feet. Spacing on all sprinklers is 80 feet between
sprinklers along each lateral and between each lateral. This spacing should provide a coefficient
of uniformity of approximately 78%.
Based on actual operation of existing equipment, the pump system will deliver approximately
230 gpm at 65 psi sprinkler pressure. The zoned system is arranged to spray 10-11 sprinklers in
Zones 1-4, and 6 sprinklers in Zone 5. The operator must adjust flow utilizing inline valves to
allow for proper flow based on number of sprinklers in each zone to prevent application beyond
field borders.
Currently 4" PVC pipe is buried underground as supply line to the existing system. This supply
line system was previously installed to support a big gun solid set system, and the new system
should be tied into this main line. The laterals shall be constructed of 2, 3, and 4" class 160 PVC
pipe, size based on number of sprinklers in a lateral (See "PIPE INSTALLATION"). All fittings
shall be constructed of Schedule 80 PVC and solvent soldered. Each zone shall have a gate valve

as a shutoff and control mechanism. All sprinkler risers are to be approximately 1.5 feet in
height and to be constructed of 2" Schedule 80 PVC pipe. Risers shall be installed according to
the specifications shown on the riser installation detail of Appendix B of this document. Thrust
blocks shall be placed around all entry points, tees, ells, valves, and ends of laterals.
At startup, the operator should always make certain that the water has an outlet to prevent
damage to the pump and supply lines. A 4"butterfly valve shall be placed on the discharge side
of the flex assembly to allow the pumping unit to be disconnected without draining the supply
line.
Wastewater Application Specifications
This solid set irrigation system is designed to apply wastewater to the bermuda grass hay and
small grain-cropping regime. The soils for this acreage have been classified as Foreston and
Woodington loamy sand. The following table summarizes the characteristics of the given soil
types for this farm:
Table 2: Site Soil Characteristics
Field Soil Type Slope Cropping Precip. Max.
No. Regime Rate App.
Depth
I Foreston 0-3% Bermuda Grass/ .50 .95
Small Grain
2 Woodington 0-3 % Bermuda Grass/ .40 1.3
Small Grain
The MRCS allows up to a 0.95" application for Foreston class soil and a 1.3" application for an
Woodington soil on a cover crop. As a precaution to ponding and runoff, the depth of application
shall be limited to a maximum of 0.50" for both soils. The design application rate is shown in
Table 3. This design application rate is based on the operating parameters of the irrigation
system and the characteristics of the soil to prevent excessive ponding and runoff. However,
good management practices in conjunction with the design application rate are the only ways to
prevent ponding and runoff. Examples of good management practices are not spraying on frozen
or saturated soil, not spraying on days when wind speeds exceed 5 miles per hour, etc.
Since the lagoon is designed for 180 days of temporary storage, it is important that pumping
occur regularly, with the last application on bermuda grass prior to frosting and the first
application as early in the spring as possible. Although the operator is encouraged to irrigate as
often as conditions permit, another application of wastewater must not be applied until the
previous application has been utilized through evapotranspiration. If there are no rainfall events
after the last application, the required time until a subsequent application may be made is usually
3 to 5 days. This time period is an estimate, however, and will vary with climate and local
weather conditions.
z

During the winter months, when temperatures are likely to fall below freezing, the risers need to
be drained to prevent damage from expansive freezing. The recommended depth to bury all
supply lines and laterals is a minimum of 30 inches. Water should not freeze at this depth in the
location of this irrigation system. To prevent damage, all pipes above the 30 inch bury depth
should be drained. Likewise, the pump, suction line, and discharge line should be drained when
freezing temperatures are likely to occur.
System Maintenance
In order that the system may perform efficiently and correctly, all components must be
maintained and cared for. Sprinklers and air relief valves should be checked periodically to
ensure that they are operating properly. Pressure gauges should be checked regularly. Although
it is not necessary that the pump be kept under shelter, it is highly recommended that it be
protected from the elements as much as possible. Any broken or damaged risers should be
replaced or repaired as soon as possible. Sprinklers should be checked and kept free of debris. It
is recommended that risers be kept clearly visible and marked to prevent breakage.
It is a good practice to perform a routine inspection of all equipment each time before operating
the irrigation system. If a problem is found during operation, such as a leak, immediately shut
the system down and make the necessary repairs. If a leak or problem causes runoff of
wastewater, the owner is required to follow the emergency action plan designed for the facility.
Solid Set Irrigation Sprinkler Settings and Wettable Acres
This system is designed to utilize Senninger 7025 impact sprinklers equipped with #20 (5/16")
nozzles. These sprinklers are of single nozzle design with a 25' trajectory. This system design
includes 49 full circle spray patterns. Table 3 outlines the parameters for each spray zone.
The precipitation rate for each spray pattern was calculated and is shown in Table 3. Limiting the
application depth to 0.33" should allow Exum soils to handle the design PR without ponding or
runoff. Operator should closely monitor half circle sprays and manage to prevent runoff.
Table 3: 0 erational S ecifications
Field ZONE No. Ext No. Int. Wetted Precip. Gun Oper. Acres Irrig.
No. No. Spk. Spk. Dia.Ft. Rate(in/hr) Press. Time hr (Effec.)
(Existing/ (Existing/
New) New)
2,3,N6 1 6 5 0 0 135 0.33 65 11.5 1.968
2,3,N6 2 1 1 9 0 135 0.33 65 1.5 1.714
1,2,N6 3 3 2 5 1 135 0.33 65 1.5 1.809
1,2 4 5 5 0 10 1135 0.33 65 1.5 1.775
4 5 6 0 0 0 135 0.33 65 1.5 1.158
Totals: 266 Total: 8.424
a

Table 3 illustrates the operational parameters of the irrigation system. This describes how the
irrigation system is designed to operate. Although this design specifies how the wastewater
should be applied, the total amount of wastewater applied must not exceed the nutrient
requirements of the cropping system as specified in the Nutrient Management Plan for this
facility. Each application of wastewater should not exceed the application rate specified above
and no more than total precipitation rate for each soil type listed in Table 2 above.
Table 4: Irrigation System S ecif"ications
Sprinkler Flow Rate 21.8 GPM
Sprinkler 0 eratin Pressure 65 PSI
Design Full Circle 0.33 in/hr
Precipitation Rate
Pump Type Electric
Horsepower 2 Parallel 10 HP ea.
Accurate record keeping is a critical component of properly managing this irrigation system.
Operating times, nutrient content of the wastewater, and operational pressures should be
recorded to maintain accurate application rates. The North Carolina Certification Training for
Operators of Animal Waste Systems Manual contains record keeping forms suited to this
purpose. This information is also useful in determining maintenance required and needed
adjustments to keep the irrigation system operating as specified in this design. Irrigation
equipment should be calibrated annually and maintained in good working order.
Pipe Installation
All pipes are to be class 160 PVC plastic. Underground pipes shall have a minimum cover of 30
inches to prevent damage to pipe by equipment traffic and livestock. Backfill over pipes is to be
compacted when piping is installed. Concrete thrust blocks must be installed at all elbows, tees,
gate valves, and end hydrants. The point of ground entry of supply lines should also have thrust
blocks installed (the inlet to the main supply line).
As the required lateral flowrate decreases beyond each operating sprinkler, the size of the lateral
beyond each sprinkler may also decrease. The figure below illustrates proper pipe sizing for this
irrigation system design.
5

f
- I
Figure 1. Lateral Sizing Illustration
For this system, 2" class 160 PVC pipe may be used as lateral pipe to supply the last two
sprinklers on each lateral. This is based on the flowrate required to supply these sprinklers and
the velocity of the fluid through a given diameter pipe for that flowrate. In the same manner, 3"
class 160 PVC may be used to supply up to four sprinklers prior to the last two, as shown above.
All sprinklers prior to these must be supplied by 4" class 160 PVC as specified.
Calculations
Precipitation Rate
The precipitation rate (PR) should not exceed the infiltration rate of the soil. The (PR) is
calculated as follows:
PR— 96.3xQx 360
lxs w
=
Where: Q = Sprinkler Flowrate =21.8gpm PR 0.33 iph for full circle.
1=Lateral Spacing= 80 $
s = Sprinkler Spacing= 80 ft
w=Arc Sprinkler Moves= 360'(full circle)
Velocity in Pipe
Y—
Qx0.408
D'
Where: V =Velocity= 6.11 fl/sec Worst case
Q = System Flowrate =240 gpm (Assuming 11 Sprinklers Operating)
D =Pipe Diameter=4 in
Total Dynamic Head
The Total Dynamic Head (TDH) is the sum of the friction losses in the pipe and fittings, plus
elevation head and suction head losses. Since existing supply line and pumping system will be
utilized and have been verified for flow and pressure at the subject fields, the TDH will not be
calculated.

-
U.S.•Diameter(feet)SPRINKLER (pso 35 40 45 50 55 60 65 METRIC-Diameter(meters)
70
!LASE PRESSURE 25 3.0 3.5 4.0 4.5 5.0 .
(pa) 36.25 43-W 50.75 58.00 6525 7250
#14 Nozzle-(7/32")
414 Nozzle.(S.emm)
Flow (gpm) &11 8.66 920 9.69 102 10.6 11.0 11.5
Olam,at 1.5'height(ft) 106 111 113 115 117 119 121 123 0 5 2
m(m) 3.77 34.3 35.1 .8
Diam.at 6,0' 360 369 37
height(11) 114 11a 121 124 126 128 129 130 20 m(m) 55.1 36.6 37.9 38.8 39.3 3 .8
#16 Noala
#16 Nozzle-(6A mm)
Flow (gpm) 10.7 11A 12.1 12.8 13,4 14.0 14.6 15.1
Diam.at 1.5 height(R) 111 117 120 123 128 129 131 133 0-5 m(m) 34.3 36.3 37.6 3 0 40 0 410
Diam.of 8.0'height(ft) 122 126 129 131 134 136 137 138 20 m(mj 37.5 39.0 40,1 412 41.8 422
#18 Noate-(9/32-)
Flow (gpm) 13.3 14,2 15.0 15.9 16.8 17.4 18.1 18.0 #18 Mazda-(7.1 mm)
0.94
1-08
Diam.at 1.5'height(ft) 118 124 127 129 134 139 142 144 0.5) (m) 38.4 O-W 1.01 41.8 1.15 1.21
Diam.a16.0'height(ft) 128 132 135 137 141 144 146 147 2.0 m(m) 39.3 40.9 41.9 435 44.5 444.5
5.o
#20 Nozzle-(5/16") ►.
Flow (gpm) `" 1fi0 17.1 18.2 192 20.1 21.0 qj�a Y17 020 Nozzle-(7smm)Diam.at 1.5'height(ft) 124 130 134 137 142 146 153 0 5 m(m) 38 3 d0 5 42.0 44 0 45.8 41.45
7.1
Dram.at 6.0 height(ft) 133 13T 140 143 147 151 155 ( )
20 m m 40.8 424 '43.8 45.5 47.0 47.4
#22 Nozzle-(11/32")
Flow (gpm) 193 20.5 21.8 22,9 24.1 25.1 28.1 27,1 #22 Nozzle-(8.7 mm)
Diam.at 1,5'height(n) 128 133 141 148 153 157 160 162 1-55 .65 1.73
05 m(m) 38 9 422 45.3 47A 4
Olam,at 6.0'height(ft) 136 141 146 150 155 159 162 164 20 m(m) 41.8 44.0 46.0 48.0 49.4 50.1
#24 Nozzle.(318-)
Flow (gpm) ZZA 23.9 25.3 26.7 28A 293 30A 31.8 07A Nozdv-(9.5mm)
Diam,at 1.5'height(11) 130 138 145 151 156 160 166 169 0 5 m(m) 40.2 6 46.3 48.3 50.7 52.4
Diam.at 6.0'height(6) 138 145 150 155 160 164 167 170
20 m(m) 426 45,3 475 49.5 50.9 524
Figurescelledozzle lost date SbaamheightsrMsf m8-5-1&5R(2.6-4.7m)abomnazdabasedon
p+assure and nozzle size.S
standard S398.1 and are rSPnRAb PSn of A8nC& ton at the time in aorondanm Nilh ftAmar/can Socislr orAgrxxA W figineers
effluent vanes rn,...,.,),Oyu and/or vmv� he& O shown and
era! *, V4) e►/mnanaedata.
i
Senninger Irrigation(407)293-5555
00-70EFF-9

m
S1,p nkldrs
r
IMPACT
SPRINKLER
NOTE
REOOMMENDSUPPORT
TO BASE OF SPRINKLER
4 INCH PVC
CONCRETE
sum
OR 4X4OD STAINLESS STEEL
70 Sees Impacts "POST POST STRAPS OR CLAMPS
• Flow rates:
8.11 to 39.1 gpm (0.52 to 2.5 L/s)
• Angle of throw: 250
• Available in single and double nozzle
• Pipe thread: V NPT male
(female configurations also available) ty
I�
• Color-coded spreader nozzles
These detail drawings provide recommended application
guidelines for good pmdud and system performance
but represent only a sample of options available.They can
guide you whether you are installing a new system or
retrofitting an exisimg system.Each can be modified to meet
Your speak arTena.Contact Senninger technical support
at 407-293,5555 or a marl to [e-mail]
aom
O
0 Series
Imn� -- IMPACT
Series�� SPRINKLER
• Flow rates:
23.6 to 106.8 gpm(1.51 to 6.62 L/s) — ADAPTER
• Angle of throw: 25° ,
41NCH PVC _ NOTE:
• Available in single and double nozzle CONCRETE RECOMMEND SUPPORT
• Pipe thread: 11/4"or 11/2'NPT female FILLED TO BASE OF SPRINKLER
FILLED
OR 4x4
• Color-coded spreader nozzles WOOD POST
STAINLESS STEEL
STRAPS OR CLAMPS
Senninger Irrigation Inc.-407-293-5555-Solid Set Product Applications.Page 15

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
,. Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.. Manufacturers recommended thrust blocks at any
change in direction greater than- 100 . Figure 1 gives an example of
different arrangements for thrust blocks.
;.
..
6 -
'i,
I
Figure 1. Example of different arrangements for thrust blocks.
-5-

e
/j i►•r'1 •� ►
LIP
Figure 2. Anchorage blocks for in-line valves .
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and Cayes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in psi
Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI
(inches)
12 295 440 590 740
2 455 680 910 1140
21Z 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 6490 9740 13,000 16,200
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 26,600 39,800 53,100 66,400
-6-

Table 2 . Factors for Calculating Thrust W for
Elbows and Tees .
Elbows: 900 = 1 .41 Tees = 0.70
600 = 1.00
450 = 0.76
300 = 0.52
22.50 = 0.39
Table 3 gives the safe bearing load for different soil types .
Table 3. Safe Bearing Load
Soil lb/ft2
Mulch, peat and similar 0
Soft Clay 1000
Sand 2000
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area (ft2) -_ W __ Thrust (Table 1 & Table 2)
T Soi I bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes , or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite: pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

U_5,DEf ARTMEN7 Of-AGRICULTURE: -'-'—" `' ••"' •.'
SOIL CONSERVATION$ERVICK SGS a CPA,15
2 -ai o'�
-CONSERVATION PLAN MAP L.-.
= ' Owner - r` - Operator a.
('O11i11Y nF I State "�
yx e N I✓ Date_ 1- o--9S
Approximate acres .xAJ :Z&' Approximate Scale / = 460 '
` r Cooperating with S
---�
° `� f" Conservation District
Y sti Plan identification Photo number
t Assisted by __ B 11� USDA Soil Conservation Service
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Operator :Mack Lanier County: Duplin bate: 07/18/94
Distance to nearest residence (other than owner) : 2800 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow tolfinish) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder) x 522 lbs . = 0 lbs
735 head ( finishing only) x 135 lbs . = 99225 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder ) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 99225 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 99225 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 99225 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0 . 0 cubic feet As Needed
i. TOTAL DESIGNED VOLUME
Inside top length ( feet )--------------------- 165. 0
Inside top width ( feet)---------------------- 160 . 0
Top of dike elevation ( feet )----------------- 46 . 8
Bottom of lagoon elevation ( feet)------------- 35 . 8
Freebo?,O ( feet )----------------------------- 1 . 0
Side slopbs ( inside lagoon)------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3. 0 159 . 0 154. 0 10 . 0
AREA OF TOP
LENGTH * WIDTH =
159 . 0 154. 0 24486 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
99 . 0 94. 0 9306 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
129 . 0 124.0 63984 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24486 . 0 63984. 0 9306 . 0 1 . 7
rr^+. .1 fl..... ......A \T..1 r'+nrn nr• r..m

I
5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon: ( top of dike)
Length * Width =
165 . 0 160 . 0 26400 . 0 square feet
Buildings (roof and lot water)
0 . 0 square feet Describe this area.
i
TOTAL DA 26400 . 0 square feet
Design temporary storage period to be 180 days .
-)A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 99225 lbs . ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 181251 gals . or 24231 . 4 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 laazgo water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0 . 0 cubic feet
iC. 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 = 15400 .0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume 7. 5 inches / 12 inches per foot * DA
Volume = 16500A cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 24231 cubic feet
5B. 0 cubic feet
5C. 15400 cubic feet 4
5D. 16500 cubic feet
TOTAL 56131 cubic feet �
5 . 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=================================> 3. 0 . 1
Inside top length===========================> 165. 0 feet
Inside top width============================> 160 . 0 feet
Top of dike elevation=======================> 46 . 8 feet
Bottom of lagoon elevation==================> 35 . 8 feet
Total required volume=======================> 155356 cu. ft .
Actual design volume========================> 162960 cu. ft .
Season high watertable elevation (SHWT)===> 42 . 9 feet
Stop pumping elev, __________________________> 42. 9 feet
Must be > or = to the SHWT elev.=========_> 42. 9 feet
Must be > or = to min. req. treatment el . => 41 . 8 feet
R6quixed minimum treatment volume==========_> 99225 cu. ft .
Volume at stop pumping elevation===========_> 99555 cu. ft .
Start pumping elev. -------------------------> 45. 0 feet
-------------------------
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfall=* 146460 cu. ft .
Volume at start pumping elevation===========> 143966 cu. ft .
Required volume to be pumped===============-> 39631 cu. ft .
Actual volume planned to be pumped=========_> 44411 cu. ft .
Min. thickness of soil liner when required==> (�1'. 6 feet
DESIGNED BY: Lanier & Houston CHECKED BY:%
DATE: D h�-/q q DATE:
BEFORE BEGINNING EXCAVATION
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN LANDOWNER IS ADVISED TO
COMMENTS : CONTACT ULOCO TO ASSURE THAT
SCS DOES NOT CERTIFY 'THAT UNDERGROUND UTILITIES ARE NOT
EXCAVATION AND FILL DESTROYED 1-800-632-4949
vnT.TIMES ARE CORRECT —.

s
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year , but excess
rainfall will vary from year to year . The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximumielevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
-building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.,
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils , crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot , guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling .
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment )
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 45 . 0 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 42 . 9 . This temporary
storage, less 25 yr- 24 hr storm, contains 39631 cubic feet or
296443 gallons .

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
---------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris . The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas . After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free olf material such as sod, roots, frozen soil , stones over
6 inches in diameter, and other objectionable material . To the extent
they are suitable, excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible .
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement . Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the cWstructed height to the downstream toe of the dike .
Precautions shall be taken during construction to prevent excessive
erosion -and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1 . 6 ft .
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION, A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade . The foundation shall be backfilled
as specified to grade with a SCS approved material ( ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner . The moisture content of the liner
material shall not be less than optimum water content during placement .
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction 'of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of- the liner material . When smooth or hard,, the previous lift
shall be scarified and moistened as needed before placement of the next
lift .
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner , is the efficient construction processing of the compacted liner .
The sequence of equipment use and the routing of equipment in an estab-
lished paittern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment .
The soil liner shall be protected from the discharge of waste outlet
pipes . This can be done by using some type of energy dissipator(rocks )
or using flexible outlets on waste pipes .
Alternatives to soil liners are synthetic liners and bentonite sealant .
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a-4ypical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications . Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The 'tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS :
120 . 0 LBS . FESCUE GRASS AT 60 LBS . /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 . 0 LBS . RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 . 0 LBS . 'PENSACOLA' BAHIA GRASS AT 60 LBS . /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES : MARCH 15 TO JUNE 15
0 . 0 LBS . HULLED COMMON BERMUDA GRASS AT 8 LBS . /ACRE
(SUITED FOR MOST SOIL CONDITIONS )
i SEEDING DATES : APRIL 1 TO JULY 31
0 . 0 LBS . UNHULLED COMMON BERMUDA GRASS AT 10 LBS . /ACRE
SEEDING DATES : JANUARY 1 TO MARCH 30
0 . 0 LBS . RYE GRASS AT 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING:
2000 . 0 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS . /ACRE)
4. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200,Q, BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL -DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS . WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of Agr-,%; Septembberer
0
21
ulture Stem
Soil Conservation Service ep 1
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR
Landowner ask �- ar►i�� County
Community or Group' No. . ,.C- Conservation Plan No.
Estimated Depth of Water. 'tojoop� Dam I_o Ft. Length of Flood Pooi Ft..
Date of Field Hazard Investigation
Evaluation. by reach of;..flood.plain downstream.to the point of estimated minor effect
from sudden - dam failure.• ; r
Est.: E ev. st.: Elevation
' Kind of :Improvements: of Breach
Reach:. Length: Xidth: Slope: ,•.Land Use Improvements Above :Floodwater Above
flood Plain: Flood Plain
Ft. Ft.
..
2 -
3
Describe potential fo
r loss of life and dama a to existing or probable future downstream
improvements from a sudden breach _J-OD � ' ' r
� /PJ1 Cry A � �OD
VP
Hazard Classification of Dam (Q; b, c) (see NEM-Part 520.21)
,Garr'Classification (I, III, IV, V)
By Date
na title
Le
Date7-JD' /�Concurred By tialn
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0 . 3.
inch per hour. Refer to the waste utilization plan for further details .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain, a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets .
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches . Do not pump within 200 feet of a
residenceior within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management , has the responsibility for enforcing this law.

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE I
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME /1h DISTRICT
DATE •5-z,1 - V I COUNTY Dior;
S. C. S.,,PHOTO SIIE�T NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCk OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx.scale 1"= feet)
Locale reference point,in center line of dam and Identify on sketch.
i.
1
i
1
1 O
n
0
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and spillway borinos first•then ponded area and borrow pit bortnos-stparate with uerfical red line.
fConHnued on bark where necessary! Shaw ualer table elevations on darn-site borings.
SCALE I 1 2 3 11 4 1 5 1i 6 8 1 9 1110 11 12 43 14 15 16 17 18 0 20 21 22 23
0-1 ,. r, - c to
S,
Sc G n�
S G
-4 SC t- C.L
�F-S S C M C C C t. JM S`-
5-6 M P c- ten^ I PAO P11C C
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8'1 Sa I� c- r1 k - CL P L
f- c .fM
io- sue- h
BORINGS MADE BY far-1C�n�o y �� SIGNATURE & TITLE - 0-
e.

1
United States sod P.0. Box 277
Departruent of Conservation ' Kenansville,NC 28349
Agriculture Service Telephone [phone]
Date �o- 9
11�I. M dc- LaA ►e..
d g 9b
J it tea'- ram. t y% /V c. 4(?Szl
Dear/ ,� /h ) �4
Enclosed is your lagoon design prepared by A Ntf.ti r ous�aA,� and reviewed
and approved by the Soil Conservation Service. This lagoon, as designed, meets SCS standards and
specifications. It is the responsibility of the contractor and you to build the lagoon according to the
design. You should contact the swine company to get assistance in the layout of the lagoon for
construction. If you have any questions during construction, please contact this office or the swine
company.,
Please be aware that SCS has not checked the excavation and fill volumes of dirt. The swine company
has computed these figures and any questions regarding the amount of excavation should be directed to
the company. SCS does not certify that excavation and fill volumes are correct.
MPORTANT
If you would like for the SCS to certify that the lagoon has been built to design
specifications and meets SCS specifications and standards, personnel from this office
must be present during the lagoon liner installation. Liners installed without SCS
personnel onsite may be required to have testing performed by an engineering firm prior
to certification. The reason for this requirement is that liners are very critical to the
proper construction of the lagoon and the moisture content of the liner material as well
as the method of installation and compaction greatly affect the performance of the liner.
We will also need to conduct a final construction check prior to animal waste being put in
the lagoon. State law requires that new and expanded operations have lagoons that meet
the SCS ififtmum design specifications. In order to certify the lagoon, we must get
bottom elevations as well as top of dike and sideslope readings. If given a few days
notice;,we will try to schedule the construction checks prior to the contractor leaving the
site;-however, since we schedule several days in advance, it is best if you let us know as
soon as possible when you believe that a construction check will be needed.
Also enclosed is a contractor certification that must be signed by the contractor once the lagoon is
completed. We need this form returned to us before we certify that a lagoon meets our specifications.
You may want to inform your contractor prior to beginning the job that you will need him to certify
his work meets the design requirements.
This approval is valid for six months from the date of this letter. If excavation and/or construction has
not begun during this interval, a new site evaluation is required prior to construction if SCS
certification is desired.
If you have any questions concerning this design or the accompanying waste utilization plan, please
contact us.
s: 1� d(c. : ►�k� '1�'a s Al btu. �R,P--�(���R-Q..-J 6!�}��D
Sincerely,
In,L.Aw C.�
Michael E. Sugg V '
Dictrirt rnncPrvatinnkt

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BEFORE BEGINNING EXCAVATIG. .
LANDOWNER IS ADVISED TO 1 "' 93t ' FWIF;4 'A
CONTACT ULOCO TO ASSURE THAT SCS DOES NOT CERTIFY THAT
ERGROUND UTILITIES ARE NOT PteJfo�f, Farw+s -T11C. EXCAVATION AND FILL
,TROYED 1-800-632-4949 VOLUMES ARE CORRECT
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USDA SOIL CONSERVATION SCR'
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
t ,
NAME /Yld,k -a�iP�
LOCATION
SIZE OF OPERATION FARROW TO FEEDER
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY h�e���,, FEEDER TO FINISH .
WEAN-TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION 5 0.D FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION W X /6 o 16,3 X 160
DIKE TOP WIDTH j 1 .D
TOP OF DIKE 46.3
BOTTOM OF LAGOON J S'r 31.3
c
INSIDE SIDESLOPE
.I I i
OUTSIDE SIDESLOPE
PIPE INVERT S.D y-
CLAY LINERICORE TRENCH ,'n e, O�
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES ✓NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
1VASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES ✓ NO
COMMENTS L006 4�� V+k (idro h1
✓0� �nJ�Gi ��Zc(. �,r7� �yaYor d� P,-�.c/ Nor in rial/ U-��P >1/,;,.v.,
` DATE
SIGNATURE „� TITLE .Q f(,T" 2

NAIASTE TREATn7 L ' LAGOON CONSTRUCTION CRECK FIELD
NOTES
BY: � er-
sta. B.S. H.I. F.S./RR Elev.
0l
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2 • 6
LAGOON SKETCH (optional)
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I�,a U.S.DEPARTMENT OF AGRICULTALBE ly:r
° SOIL CONSERVATION SERVICE SCS-CPA-16Y
2 -81
v CONSERVATION PLAN MAP
4 _
" Owner /Aa _k l�. l a
- ^I c.- Operator
i County_ ol;n
State1 C Date_ 1—,70—9S
} Approximate acres Approximate scale 1 u W 1
" Cooperating with Conservation District r
� Plan identification� Photo number
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Maready Farm Inc. AWS310482
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
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Maready Farm Inc. AWS310482
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/ 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/ 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
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Maready Farm Inc. AWS310482
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability--slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
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Maready Farm Inc. AWS310482
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.
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.
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Maready Farm Inc. AWS310482
• 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:
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Maready Farm Inc. AWS310482
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
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Maready Farm Inc. AWS310482
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.

Maready Farm Inc. AWS310482
EMERGENCY ACTION PLAN
PHONE NUMBERS
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.
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Maready Farm Inc. AWS310482
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the 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: Agriment Services,Inc.
b. Contractors Address: Po Box 1096, Beulaville,NC 28518
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
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.
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Maready Farm Inc. AWS310482
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,Vol)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
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Maready Farm Inc. AWS310482
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 (Jf 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 Si nature)
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
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Maready Farm Inc.
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310482
Date: /2/28/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑■ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

Maready Farm Inc.
Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310482
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial X Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑Q Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits
❑■ Install fully slotted floor system
❑■ Install waterers over slotted floor area
❑■ Install feeders at high end of solid floors • Where applicable
♦ Odorous Gases ❑■ Scrape manure buildup from floors and walls •Aids in animal cleanliness
N Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
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Maready Farm Inc.
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310482
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Maready Farm Inc.
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310482
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases BE Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑0 Maintain proper surface area-to-volume ratio
M Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy *Avoid application on known weekends,
special days, or holidays/eves if possible
❑� Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Maready Farm Inc.
Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310482
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑■ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Wind break/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

31 - q --? 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.106-403). The bottom of the burial pit should beat 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
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
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.
a 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).
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 Farm Owner/Manager Date
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Signature of Technical Specialist Date