090141_Application_20240402

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: AWS090141
2. Facility Name: P-7 A-E
3. Permittee's Name(same as on the Waste Management Plan): Prestaee Farms Inc
4. Permittee's Mailing Address: PO Box 438
City: Clinton q t p,59b•S e l 01 State: .NC Zip: 28328-8328
Telephone Number: E-mail:
5• Facility's Physical Address: 3284 Nc 131 Mw randy bareVa6d a ptcrU fe pw qs,cool
City: Tar Heel State: NC Zip: 28392
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner):
8, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write'None"): Presta a Farms Inc
10. Operator Name(OIC): Jeremy Pope Robinson Phone No.: 910-385-5383 OIC#: 985750
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-Farrow to Wean 4,512
Operation Tvoes:
Swine Cattle Dry Poultry Other Tvoes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow tc 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

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement,representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): R&JDAIL N. 8Ak867- Title: LAMO d 4J1A-t1Z1 -/ 117W
Signature: �! ' h y — Date: 3 5120 2 q
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

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)
A Lagoon 19.00
B Lagoon 506 7b3 19.00
C Lagoon 19.00
D Lagoon 19.00
E Lagoon 19.00
P-7A Lagoon 1/1/1990 Full,clay 506,763,00 74,052.00 19.00
P-7B Lagoon 1/l/1990 Full,clay 95,831.00 19.00
P77C Lagoon I/l/1991 Full,clay 496,683.00.. 69,696..00 19.00
P-71) Lagoon I/l/1991 Full,clay 497,043.00 74,052.00 1%00
P-7E Lagoon 1/.1/1992 Full,clay 974,628.00 13.5,036.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWNP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Waste Utilization Plan
Producer: Prestage Farms, Inc. County: Bladen
Name of Farm: P-7 A-E
Location: P.O. Box 458
f Clinton NC 28329
Phone: [phone]
Type of Operation: Farrow-Wean
Number of Animal: 4512
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 27496 ton/year
Amount of plant available N(PAN)produced/year: 24365 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

P-7 A-E 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 crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production.This
waste utilization plan,if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No. Field No. Soil Type Crop Yield/Ac Lbs.N Acres Lbs N Month to Lbs. N
Code unit Used Apply Per Ac.
1434 1A AuA CB-Graze 5.5 50 3.7 1018 MAR-OCT 275
1434 1A AuA SG-Graze 1 50 3.7 185 OCT MAR 50
1434 113 AuA CB-Graze 5.5 50 5.8 1595 MAR-OCT 275
1434 113 AuA SG-Graze 1 50 5.8 290 OCT MAR 50
1434 1C AuA CB-Graze 5.5 50 2.8 770 MAR-OCT 275
1434 1C AuA SG-Graze 1 50 2.8 140 OCT MAR 50
1434 2A AuA CB-Graze 5.5 50 1.0 275 MAR-OCT 275
1434 2A AuA SG-Graze 1 50 1.0 50 OCT MAR 50
1434 2B AuA CB-Graze 5.5 50 3.2 880 MAR-OCT 275
1434 2B AuA SG-Graze 1 50 3.2 160 OCT MAR 50
1434 2C AuA CB-Graze 5.5 50 3.4 935 MAR-OCT 275
1434 2C AuA SG-Graze 1 50 3.4 170 OCT MAR 50
1434 2D Fo CB-Graze 5.5 50 1.2 330 MAR-OCT 275
1434 2D Fo SG-Graze 1 50 1.2 60 OCT MAR 50
1434 2E Fo CB-Graze 5.5 50 5.0 1375 MAR-OCT 275
1434 2E Fo SG-Graze 1 50 5.0 250 OCT MAR 50
1434 2F Fo CB-Graze 5.5 50 6.2 1705 MAR-OCT 275
1434 2F Fo SG-Graze 1 50 6.2 310 OCT MAR 50
1434 2G AuA CB-Graze 5.5 50 2.6 715 MAR-OCT 275
1434 2G AuA SG-Graze 1 50 2.6 130 OCT MAR 50
1434 3A AuA CB-Graze 5.5 50 6.0 1650 MAR-OCT 275
1434 3A AuA SG-Graze 1 50 6.0 300 OCT MAR 50
1434 36 AuA CB-Graze 5.5 50 7.0 1925 MAR-OCT 275
1434 3B AuA SG-Graze 1 50 7.0 3S0 OCT MAR 50
1434 3C AuA CB-Graze 5.5 50 4.8 1320 MAR-OCT 275
1434 3C AuA SG-Graze 1 50 4.8 240 OCT MAR 50
1434 3D AuA CB-Graze 5.5 50 4.3 1183 MAR-OCT 275
1434 3D AuA SG-Graze 1 50 4.3 215 OCT MAR 50
1434 3E AuA CB-Graze 5.5 50 2.5 688 MAR-OCT 275
1434 3E AuA SG-Graze 1 50 2.5 125 OCT MAR 50
1434 3F AuA CB-Graze 5.5 50 2.5 688 MAR-OCT 275
1434 3F AuA SG-Graze 1 50 2.5 125 OCT MAR 50
1434 5A Oc CB-Graze 5.5 50 1.6 440 MAR-OCT 275
1434 5A Oc SG-Graze 1 50 1.6 80 OCT MAR 50
1434 5B Oc CB-Graze 5.5 50 5.4 1485 MAR-OCT 275
1434 513 Oc SG-Graze 1 50 5.4 270 OCT MAR 50
1434 5C Oc CB-Graze 5.5 50 6.2 1705 MAR-OCT 275
1434 5C Oc SG-Graze 1 50 6.2 3101 OCT MAR 50
Total 75.2 244401bs.
Available Nitrogen 24365 Ibs.
Surplus or deficit -75 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.

P-7 A-E Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients.This plan only addresses nitrogen.
In interplanted fields(i.e.small grain,etc.interseeded in bermudagrass),forage must be removed through
grazing, hay and/or silage.Where grazing, plants should be grazed when they reach a height of six to nine
inches.Cattle should be removed when plants are grazed to a height of four inches.In fields where small grain
etc.is to be removed for hay or silage,care should be exercised not to let small grain to reach materity,
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.
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.
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.
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 3790 lbs.of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 18950 Ibs, of PAN to utilize.Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 Ibs/acre you will need 63
acres of land.if you apply the sludge to corn at the rate of 125 lbs.of nitrogen per acre you will need 152
acres of land. Please be aware that these are only estmates 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

P-7 A-E Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
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
1434 1A AuA CB-Graze 0.5 1.0
1434 1A AuA SG-Graze 0.5 1.0
1434 1B AuA CB-Graze 0.5 1.0
1434 1B AuA SG-Graze 0.5 1.0
1434 1C AuA CB-Graze 0.5 1.0
1434 1C AuA SG-Graze 0.5 1.0
1434 2A AuA CB-Graze 0.5 1.0
1434 2A AuA SG-Graze 0.5 1.0
1434 213 AuA CB-Graze 0.5 1.0
1434 2B AuA SG-Graze 0.5 1.0
1434 2C AuA CB-Graze 0.5 1.0
1434 2C AuA SG-Graze 0.5 1.0
1434 2D Fo CB-Graze 0.5 1.0
1434 2D Fo SG-Graze 0.5 1.0
1434 2E Fo CB-Graze 0.5 1.0
1434 2E Fo SG-Graze 0.5 1.0
1434 2F Fo CB-Graze 0.5 1.0
1434 2F Fo SG-Graze 0.5 1.0
1434 2G AuA CB-Graze 0.5 1.0
1434 2G AuA SG-Graze 0.5 1.0
1434 3A AuA CB-Graze 0.5 1.0
1434 3A AuA SG-Graze 0.5 1.0
1434 3B AuA CB-Graze 0.5 1.0
1434 3B AuA SG-Graze 0.5 1.0
1434 3C AuA CB-Graze 0.5 1.0
1434 3C AuA SG-Graze 0.5 1.0
1434 3D AuA CB-Graze 0.5 1.0
1434 3D AuA SG-Graze 0.5 1.0
1434 3E AuA CB-Graze 0.5 1.0
1434 3E AuA SG-Graze 0.5 1.0
1434 3F AuA CB-Graze 0.5 1.0
1434 3F AuA SG-Graze 0.5 1.0
1434 5A Oc CB-Graze 0.5 1.0
1434 5A Oc SG-Graze 0.5 1.0
1434 5B Oc CB-Graze 0.5 1.0
1434 513 Oc SG-Graze 0.5 1.0
1434 5C Oc CB-Graze 0.5 1.0
1434 5C Oc SG-Graze 0.5 1.0

i
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P-7 A-E Page 5 I
i
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations.The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no 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.
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 appling the waste.
NARRATIVE OF OPERATION

P-7 A-E Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
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 gu idance.)
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 potentual for leaching.Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients.Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residenrial 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).

P-7 A-E Page 7
REQUIRED SPECIFICATIONS
(continued)
( I
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
i
15. Animal waste shall not be discharged into surface waters,drainageways,or wetlands by
discharge or by aver-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.
16. Domestic and industrial waste from washdown facilities,showers,toilets,sinks, etc.,shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation 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.
r
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 illigal 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.
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.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: P-7 A-E
Owner/Manager Agreement Prestage Farms, Inc.
I(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: Prestage Farms, Inc.
Signature: PaIE57A" ly,®,�awty 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
f Clinton, NC 28329
Signature: c;c .r. �-.. Date: g io

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BLADEN COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-862-6760
SOIL&WATER CONSERVATION DISTRICT(SWCD) 910-862-3179
NATURAL RESOURCES CONSERVATION SERVICE(MRCS) 910-862-3179
COOPERATIVE EXTENSION SERVICE (CES) 910-862-4591
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the 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 response to problems are listed below:
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
.d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field-action include:
a: Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler-action includes:
a. Stop recycle(flushing system)pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system,houses, solids separators-action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d, Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks-possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
b. If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the sidewalls 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 any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e, Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-433-3300, after hours, emergency number: 1-800-858-
0368. Your phone call should include: YOUR NAME,FACILITY
NUMBER, TELEPHONE NUMBER,THE DETAILS OF TE INCIDENT
FROM ITEM 42 ABOVE,THE EXACT LOCATION OF THE FACILITY,
AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE
SPILL,WEATHER AND WIND CONDITIONS,THE CORRECTIVE
MEASURES THAT HAVE BEEN UNDER TAKEN,AND THE
SERIOUSNESS OF THE SITUATION.
b. If the spill leaves the property or enters surface waters, call local(EMS)
Emergency Management Services at 910-862-6760.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District,Natural Resources
Conservation Service office at 910-862.-3179 and Cooperative Extension
Service at 910-862-4591 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off-
site damage.
a. Contractors Name: _h0mg Agm To'co
b. Contractors Address:
c. Contractors Phone: 910 'S 12. 5r77 9
E.
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: Nmokac. N. AtgaeT'
b. Phone: IW WO. 5'94.5 771
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.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

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�S
version—November 26,2018
Ni: t�ty Man -ge ant ods.
Indicate which method(s) will,be implemented.
When selecting multiple methods•indicate,a primary versus secondary option.
Methods other.•tltan those listed must`be approved 6y:tr7e State Veferfnariarr.
Primary Secondary Routine MOrttll3�
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.8.
G S.4fl6=4fl3). The bottom,of the Oudal pit�shbuld be atleast one-foot above the seasonal
high water table.Attach buriallocaticr3 map•and-plan,
Landfill.at municipal solid waste facility permitted.by NC DEQ`under GS 15A NCAC
® ® 138 .0260.
.nda
irtc� a:renderingla�tt lic ]s �nsler` 4 _.._
Complete incineration according to 02 NCAC 52C.0102..
® A composting system approved and.parmitted by!he NC Department of Agriculture&Con.
sumerServices Veterinary Division (attach.copy of permit): If compost is.fthibuted off-farm,
additional requirements must be met and a permit Is required from NO DEQ.
. In the:case of dead ppultry,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 opinionipf the State Veterinarian,would make-possible
t�l the salvage of part of a dead animal's value without endargering humar)or animal health:
(Written approval by the State Veterinarian must be attaohed).
Mass Mortality Plan
Mass mortality plans are required.for farms covered.by an NP.pES permit. These plans are
also recgrpmended,for all animal opera#ions. This plan outlines farm-specific mortality man-
agement.methods.to be.us.ed for mass mortality. The NCDA&CS Veterinary Division.ti
i ports.a varup
iety of emergency mortality disposal options;contact the:Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAMP and is activated
when numbers of dead animals exceed normal mortality rates a
Veterinarian, s specified by the State
® Burial must be-done in accordance with NO General Statutes anclMDA&CS Veterinary
Division regulations and guldance.
® 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.
a
Signature of farm Owner/Manager Date
311 s'1 ZOI?
Signature of Te nical Specialist' Date

j
i
i
t
j
i
rator:Prestage Farms County: Hladen Dates 2119/02
P-7A
1
i
STEADY STATE LIVE WEIGHT
0 sows (farrow to ,finish) x 1417 lbs. = 0 lbs
@ saws (#arrow to leader) a 522 lba. 0 0 1 bs
bs
0 head (finishing only) x 135 lbs. 32561 lbs
sows (farro�,, to wean) x 433 lbs. _
0 head (wean to feeder) x 30 leas. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 325616 lbs
• MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 325616 lbs. SSLW x Treatment Volur,3e(CF)/lb. SSLW
Treatment Volume?.CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 325616 cubic feet
• STORAGE VOLUhE FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
• TOTAL DESIGN VOLUME AS NEEDED.
inside top length 325.0 -feet Inside top width 225.0 feet
Trap of dire at elevation 50.5 feet
Freeboard 1.0 feet 'Side slopes 3.� : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.5 feat
Bottom of lagoon elevation 40.5 Meet
Total deaign volume using priamoidel , formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENG7E WIDTH DEPTH
3.0 3.0 3.0 3.0 319.0 219.0 9.00
AREA OF TOP
LENGTH � WIDTH =
319.0 219.0 69361 (AREA OF TOP)
AREA OF BOTTOM
LENGTH -x WIDTH =
265.0 165.0 43725 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH
292.0 192.0 224256 (AREA OF HIDSECTIOAI 4)
CU. FT. = [AREA TOP (4�AREA NIDSECTION) + AREA BOTTOM] DEPTH .
5
69861 .0 224256.0 43725.0
1
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 506763 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of diPe)
Length * Width =
325.0 225.0 73125.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 73125.0 square feet
Design temporary storage period to be 180 nays.
�. Volume of waste produced
Appro'ximate daily production of manure in CF/LB SSLW 0.00136
Volume = 325616 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 79711 cubic feet
b. Volume of wash water
This is the amount of fresh water used for gashing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet.
C. 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 P DA / 12 inches per foot
Volume = 42656.3 cubic feet

i
i
I
i
D. Volume of 25 year - 24 hour stern
Volume = 7.10 inches ! 12 inches per foot DA
Volume = 4`656.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 79-,11 cubic teat
5B. 0 cubic feat
5C. 42656 cubic feet
5D. 42656 cubic feet
TOTAL 165023 cubic feat
SUMMARY
Total required volume 430639 cubic feat
Total design, volume avail . 506763 cubic feat
Min. req. treatment, volume plus, sludge accumulation '13,25616 cubic ft
At elev. 46.8 feet ', Volume is 329668 cubic feet tend pumping)
Total design volume less 25Yr-24hr storm is 464107 cubic; feet
At elev. 48.6 feet ,' Volume is 458647 cubic Feet (start pumping)
Computations BY:
Date

OPERATION AND MAINTENANCE PLAN
t
------------------------------ i
f
a
This lagoon ia. designed for waste treatriient (pernYarient storage) with
j
min. odor Control . The time required for the planned fluid level to be
reached (permaneY-it + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
i
The designed months temporarystorage is an estimated volume
based on: 1) waste from ranimala; 2) excess rainfall after evaporations
and S) the 1¢rgest 13our (one day) rainfall that occurs on the
average of once every 25 years. The: volume of waste generates] from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfallis approximately $ inches.
Therefore, are average of inches of excess rainfall will need to be
onsider
Pumped each year . The 25 year rainfall will not be a factor to c
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipes) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent rrtar•ker must be installed on this elevation
to indicate when plumping should begin. An elevation rrtust be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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 recognised 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 recoac:Melided 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 .
. The attached waste utili2ation plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before lanai application.
S. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 48 .8 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 46.6 or before the fluid depth is
less than 6 feet deep (this prevents the lass of favorable
ba=ter ia) , The design temporary storages, less 25 year storm
is !2ys6 cubic le et or 915306 gallons. As a,tated before, this
volume will vary considerably from year to year.

4. The recommended ,tlayialyiulrt amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
i
inch per hour.
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. i
`s
G. 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
i
outlets.
8. seep a minimum of 25 feet of grass vegetated buffer around ; .
waste utilization fields adjacent to perennial streams. Waste will
not be applied in opera ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well .
Cr. The Glean Water Act OF 1977 prohibits the discharge of
uo,llutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the respon ibility for enforcing this lava.

rator:Prestage Farms County: Eleden Date. L/13/02
P-7B
STEADS' STATE LIVE WEIGHT
0 saws (farrow to finish) X 1417 lbs. = lbs
0 sows (farrow to feeder) x 522 lbs a = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
752 seas (farrow to wean) x 433 lbs. - 325616 lbs
0 head (wean to feeder) x 30 lbs. _ 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW> = 325616 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 325616 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lbe SSLW= i CF/lb. SSLW
Volume = 325616 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 325.0 -Feet Inside top width 225.0 feet
Top of dike at elevation 51.4 feet
Freeboard 1.0 feet ; Side slopes 3.� a 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.0 feet
Bottom of lagoon elevation 41 .0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 S`3/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 340 3.0 3..0 319.90 219.0 3.00
AREA OF TOP
LENGTH * WIDTH =
319.0 213e0 69861 (AREA OF TOP)
AREA OF BOTTOM
LENGTH - WIDTH
265.0 165.0 43725 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH �, 4
232e0 132e0 224256 (AREA OF MIDSECTION s� 4)
CU. FT. - €AREA TOP
T (4izAREA MIDSECTION) + AREA BOTTOM] x DEPTH/6
69861 .0 224256.0 43725.0 1 .5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 506763 CU. F T.

1
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TE PORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length * Width =
325.0 225.0 73125.0 square feet
Buildings (roof and lot water)
Length i* Width =
0.0 0.0 e.0 square feet
TOTAL DA 73125.0 square feet
Design tern:porary storage period to be 180 days.
A. Volume of waste produced
Approxifr;ate daily production of manure in CF/LB SSLW 0.00135
Volume. = 32561E Lbs. SSLW g CF of Waste/Lb./Day 180 clays
Volume = 79711 cupric feet
Volume of Mash Meter
This is the arrtount of fresh eater used for Mashing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day x 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic. feet
C. 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 l 12 inches per foot
Volume = 42656.3 cubic feet

1
i?n Volume of 25 Year - 24 hour storm
Volume = 7.0 incises / 12 incites per foot QA
Volume = 42656.3 cubic feet
TOTAL REQUIRED i EMPOFMY 3TOR4GE
5A. 79711 cubic feet
5g, 0 cubic feet
5Ca 42656 cubic feet
5D. 42656 cubic feet
TOTAL 165023 cubic feet
SUMMARY
Total required volume 490639 cubic feet
Total design volume avail. 506763 cubic feet
Min. 1-eq. treatment volume plus sludge accumulation 325616 cubic it
At elev. 47.' feet ; Volume is 329663 cubic feet (end pumping)
Total- design volume less 25yr•-24hr storm is 464107 cubic feet
At elev. 49.3 feet Volume is 458647 cubic feet (start pumping)
A coFitputstjoy-,a py, .A. C Ca+.
Date e 2rZc�o Z.

i
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
f_ min. odor control . The time required for the planned fluid level to be
reached (permanent temporary storage) may vary due to sail conditions
j
flushing operations, and the amount of .fresh water added to the system.
r
The designed 6 months temporary storage is an estimated volume
based on: 1 ) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 maximum elevation, is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the cutlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or -tapped at any time between these two
elevations :Eor 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 1l2 its capacity to prevent excessive odor's 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,
slush buildings kith recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
-?n The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of: waste (see attachment)
before land application.
a Begin: pump-out of the lagoon when fluid level reaches eleva-
tion 49.3 as mar-Red by permanent marker. Stop pump-out when
the fluid level reaches, elevation, 47s;' or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) o The design teisiporary storage, less 25 year storm
is 122367 cubic feet or 915306 gallons. As stated before, this
volurfie will vary considerably from year to year.

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.
S. Keep vegetation on the evibankment 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 t
establish in vegetation.
3
3
1
7. All surface runoff is. to be diverted fxon, the lagoon to stable
outlets.
S. Deep 8 minimum of , feet of grass vegetated buffer around
Baste utilization fields adjacent to perennial streams. haste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet Of a well-
S. The Clean Water ,act of 1977 prohibits the discharge of
pollutants into water- of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

Farziia Coup-Ly Bladed Date : 2/19/02
P-7C
STEADY STATE LIVE WEIGHT
0
0 sows (jarrow to finish) 1417 lbs. lb6
0
e sows (farrow to feeder) 522 lbs. The
0 head (finishing only) x 135 lbs. 0 lbs
752 sows (farrow to wean) x 433 lbs. = 325616 lbs
0 head (wean to feeder) x 30 lbs. 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 325616 lbs
* MINIMUM REQUIRED TREATMF-14T VOLUME OF LAGOON
Volume = 325616 lbs. SSLW x Treatment Volume(CF)/Ib. S'-'-'ILW
Treatment Volunte(CF)/Ib. SSL1h'= 1 CF/lb. SSLW
Volume = 325616 cubic feet
* STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
* TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 3",0 5.0 f e i--,LL. inside top width 235.0 feet
Top oJIF dike at elevation 49.0 feet
Freeboard 1.0 feet ; Side slopes 3.o : I (Inside lagoon)
Total design lagoon liquid level at elevation 48.0 feet
BottoTf, of lagoon elevation 39.0 feet
Total design volume uaing prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTE WIDTH DEPTH
3.0 3.0 3.02 3.0 299.0 229.0 9.00
AREA OF TOP
LENGTH � WIDTH =
299.0 229.0 68471 (AREA OF 70P)
AREA OF BOTTOM
LENGTH * WIDTH =
245.0 17 5.0 42875 (AREA OF BOTTOM)
I
AREA OF MIDSECTION
LENGTH WIDTH � 4
27 2.Q1 202.0 219776 (AREA OF KIDSECTION 4)
CU. FT. [AREA TOP (4-;,AREA MIDSECTIONJ + AREA BOTTOM] DEPTH/6
68471 .0 2113776.0 42875.0 1.5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 4966IO3 CU. FT.

TENpORAF Y STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length Width _
305.0 235.0 71675.0 square feet
Buildings (r{j=. S and lot water)
Length Width =
0.0 0.0 0.0 square feet
TOTAL DA 71675.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste rjr-oducad
Approximate daily production of manure in CF7LD SSLW 0.00136
VOlurr:e = 325616 Lbs.. SS 41 * OF of Waste/Lb-O'Day 180 days
Volume = 79711 cubic feet
Volume of wash water
This is the amount of fresh eater used for washing floors or volume
of fresh seater used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in S.A.
Volume = 0.0 gallos,slday 16o days storage/7.48 gallons
per GF
Volume = 0.0- cubic feet
C. Volume of rainfall in excess of evaporation
Use Period of time when Lahr-fall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in 4- DA / 12 inches per foot
Volume = 41610.4 cubic. feet

/ Volume of 25 year - 24 hour storm
Volume = 7.0 inches Z 12 inches per foot DA
Volume = 41810.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 79711 cubic feet
5S. 0 cubic feet
5C. 41810 cubic feet
5D. #isle cubic feet
TOTAL 16S3a2 cubic feet
SUMMARY
Total require] volume 488948 cubic feet
Total design volume avail . 496683 cubic feet
NI=. req. treatment volume plus sludge accumulation 325616 cubic £t
At elev. 45,4 feet ; Volume is .229155 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 454873 cubic feet
At elay. 47.3 feet ; Volume is 449525 cubic feet (start pumping)
Computations 2y : A
/AM&/ 7 � ©
Date

OPERATION AND MAINTENANCE PLAN 3
----------_--------------•-------
This lago+pia is designed f«r waste treatment (permanent Storage) with
min. odor control , The time required for the planned fluid level to be
reached (permanent + ter;apaorary Storage) may vary clue to soil conditions
flushing operations, and the amount of fresh water added to the system.
i
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour, (pane clay) rainfall that occurs on the
average of Once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is, equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately S inches,
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 manimum elevation 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 on the elevation to
begin pumping, a permanent marker, must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can he 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 . Method- 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 11.221 its, capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration cif the initial
waste entering the lagoon thereby reducing odors. Solids should be
cowered with effluent at all times. When precharcgincg is complete,
flush buildings with recycled lagoon liquid. Fresh eater 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.
O. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 47.3 as marked by permanent may-her. Stop purap-out when
the fluid level reaches elevation 45.4 or before the fluid depth is
lass. than 6 Feet deep tthis, prevents the lass or favorable
bacteria) . The design temporary storage, less 25 year storm
I
s ;fl,f1 cubic feet or008S79 gallons. As stated before, this
.- volume will vary considerably from year to year.

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is
i
inch per hour.
1
5. deep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation s1r�ou be fertilised as needed
to maintain a vigorous stand.
f
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
i
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
residence or within 100 feet of a tell .
9. The Glean 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.

tatoroPrestage Farms County: Dladen Date; 2/19/02
P-7D
STEAD;' STATE LIVE WEIGHT
0 sows (farrow to finish) 4 1.417 lbs. _ 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
0 head (finishing only) x 135 lbs. - 0 lbs
752 sows (farrow, to wean) x 433 lbs. = 325616 lbs
0 head (wears to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIME WEIGHT (SSLW) = 325616 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 325GIG lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Traatmetit S'SLW?= I CF'.'lb. SSLW
Volume = 3256.16 cubic lest
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 270.0 feet F Inside top width 265.0 feet
Top of dike at elevation 52.5 feet
Freaboard 1.0 feet ; Elide slopaa 3.0 e 1 (Inside lagoon)
Total design lagoon liquid level at elevation 51 .5 feet
Bottom Cif lagoon alava,tion 42.5 feet
Total design volume using prismoidal formula
SSIENDI SS/END2 SS/5IDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 .0 3.0 3.0 3.0 264.0 259.0 9.00
AREA OF TOP
LENGTH ;� WIDTH =
264 .0 259.0 66376 (AREA OF TOP)
AREA OF BOTTOM
LENGTH x WIDTH =
210.t, 205.0 43050 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
237 .0 232.0 219936 (AREA OF MIDSECTION 4)
CU. FT. - [AREA TOP + t4iAREA MIDSECTION) + AREA DOTTOMI ., DEPTH/6
68376.0 219936.0 43050.0 1 .5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL, = 497043 CU. FT. '
i
I

i
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
270.0 265.0 71550.0 square feet
Buildings (roof and lot water)
Length iv Width =
0.0 0.0 0.0 square Feet
TOTAL DA 71550.0 square feet
Design temporary storage period to be 180 days.
A. Volume of e?,ste produced
Approximate daily production of manure in CF/LE SSLW 0.00136
Volume = 325616 Lbs. SSLW - CF of Waste/Lb./Day 180 days
Volume = 79711 cubic feet
Volume of wa,ah water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water- are accounted for in 5A.
Volume = 0.0 gallons-Jday 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
30 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 P LEA / 12 inches per foot
Volume = 41737.5 cubic: feet
i

i
L. Volume of 25 year - 24 hour storm
Volume 7.0 inches ! 12 inches per -foot Doi
Volume. = 41737.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
54. 79711 cubic feet
5B. 0 cubic feet
5C. 41735 cubic Feet
5D. 41738 cubic feet
TOTAL 163186 cubic feet
SUMMARY
Total required volume 488802 cubic feet
Total design volume avail . 497043 cubic feet
Min. seq. treatment volume plus sludge accumulation 325616 cubic It
.At elev. 4a.9 feet f Volume is 329661 cubic feet (end pumping)
Total design, volume less 2.5yr-24hr storm is 455306 cubic feet
At elev. 50.8 feet Volume is 449944 cubic feet (start pumping)
Computations Ey P
Date

OPERATION AND MAINTENANCE PLAN
------------------------------
_ This lagoon is, designed for waste treatment (permanent storage) with
rein. odor control . The timta required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months- temporary storage is an estimated volume
based on: 1) waste from animals; g) excess rainfall after evaporation;
and 3) the largest 24 hour (onr! dray) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a givers number of animals will be Fairly constant throughout the year
and from year, to year. This; estimate is based on 7 inches of excess
rainfall which is equal to or, exceeds the highest 6 months excess ill
a year. The average annual excess rainfall is approximately S inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume nlUSt always be
available. A maximum elevation, is determined in each design, to begin
dumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent rrtarker must be installed on this elevation
to indicate when pumping should began. An elevation must be established
to stop, pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, "oils$ crop, and equipment in carder to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . .Methods of applications include solid set,
center pivot, guns., and traveling gun irrigation. Care should be
taken-where :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 112 its capacity to prevent excessive odor: during
start-up. pre-charging reducea the concentration of the initial
waste entering the lagoon, thereby reducing odors. Solids should be
covered with effluent at. all throes. When precharging Is complete,
flush buildings with recycled, lagoon liquid. Fresh water should not
be used for flushing after initial filling.
t. The attached waste utilization plan shall be followed. This
plan recoraRends sampling and testing of waste (see attachment)
before land application.
3. begin pump--out of the lagoon when fluid level reaches eleva-
tion 50.6 as marked by permanent marker. Stop puinsip-out when
the fluid level reaches elevation, 4p,., or before the fluid depth is
less, than 6 feet deep (this prevents the loss, of favorable
bacteria) . The designs temporary storage, less 25 year storms
is 12-1448 cubic feat or- 90P4.3.3 gallons. As stated before, this
volume will vary cons iderahly from; year to year .

4. The recommended maximum amount to apply per irrigation is
one (i) iz'sch and the recommended max
irnum application rate is 0.3 �
inch per hour.
i
5. Deep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand .
G. Repair- any eroded ereaas or areas damaged by rodents and
establish in vegetation.
i
7. All surface runoff is to be diverted from the lagoon to stable
f
outlets.
S. Beep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. taste will
not be applied in raped ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well .
g. The Clear Water Act of 1977 prohibits the discharge of
Pollutants, into graters of the ignited States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this lair.

�3°iw i'. u••,Y .+r e t r�,s..:a r�;..+`�, p""` „ ,�to�t w y a•��,.,.1:it w.,w i;f'�'=t7.v;. . :+»`r loop i 3
{ !
c /[/ 6 tt yy FJ l
F?� 5 ruG@ :_r' fr. a � r"e5 i [I EsI`tet
C�'�. (other than +ws°�rll" i ) w � r
1 8 Eta DY taTATE LIVE -WEIGHT
i
i I [
0 ib
t!' jow3 (farrow to finish)
12.46 sows ( farrow to feeder )- '
eedr^.r" ). 0 lb;
0 head (fit"li -,hirig t�nlY) �, 1`'5 1b5. '
�J `6ws ( farrow to wean ) x 4 0i bs €
head (wean to feeder) 30 lbs.
t
TOTAL STEADY i
i
2. MINIMUM REQUIRED.a TREATMENT r VOLI...'rL
OF LAGOON
Vcrilil'3e 65456 ir_r5. SSLW x Treatment volLlme (0i:)/ib. SSL W
Treatment Volume(
�•p � l b. S S W=
r
eet
4. TOTAL DESIGIN VOLUME
Inside Lois iength 680.0 'i•ee !, '�, Inside
Ike at elevation 48.5 •feel
T k�r p cif r� ( inside
Freeboard i .0 feet ; Tie slopes
s level at (e1evatIrr!•, .zr'.'fir fe't�t
Total design lagoon i ! .�n 1.L ! ':�
of lagoon elevation 380 feet
seasonal high w a V e}' table
T r_i.I-a j design volume using prismoidai 1'ormu i s
_ _ WIDTH DEPTH.�S/t=F�I,J1 i."h�"J/f:t°�1..7,:: s;�,.e�>r} �rf
- 4 :�.t_} �. .a} 3.0 is r' 0
F AREA OF TOP
- TOP)
'rL }•} µ:-1a: _ ! ={I�°`Te{ i} (AREA 14 �'t `-'
AREA O!r BOTTOM
LENGTH * WIDTH =
620.0 �40'.0, .1rti '�tih�}n L t (AREA OF _L 1 .-)r
v J•^.N G1 r ' * WIDTH fi4 OF
_ i
1307560
4 974628 r•r
• ri 1 ;•^ -if- L.�.':.;-�1.��+� L> �" TOTAL DESIGN LIQUID 4.. .

r.+
i
i
DRAINAGE AREA: SS
i
l~lttyth * Width
I
1
Sail dings, (roof said lot water- )
i
Length Width =
0.0 M 0.0 square feet
TOTAL DA i:' 6(,% C.J.O square feet
Dry i gi€ temp_tr-?ry storage period to be 180
5A, Volume of. wasteduce
Approximate da i iy production of manure in y:!="i! Y»_ SS LW f),tP#_ 13C-,�
5B. Volume Of wash wate i'
This is the amount o fresh esh waterused �+J7" �
of fresh water used for a flush sY_
the j a.r.,on 4t%?t' -.r are :a.Ci.cttlnte d for in 5A.
K loci r' ;c k I1/J{ ern 1 i:,= Sal ; flP€5
Vol = Imo).0) gallons/day � _ jays +, ge/ - _
per
Volume = 0.0 cubic feet
5C, Volume of ""a i ;':f::.l I in excess of evaporation
st
Use period of time when rainfall Cxc e':n c,,1cf 'J % 1% i t
i b i 4 feet
.t

5D. Vnlume ,r,f Zit year 24 hour storm
Volume 7,0 inches I inches per fok
Vol urne - 79333.3 cubic feed:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 115,9089 Cubic feet
5D. 0 cubic feet
5C. 79333 cup i c feet
TOTAL 317756 cubkc `fer:t
SUMMARY
Total required volume 969212 cubic feet
Total design volume avail . 974628 cubic +aft
Min. req. treatment volubb plus s l udg ac[ 3 i v. i t 651456 cubic I_a_
At elev. 4.:' feet r` Volume is 6520 U cubic feet (end pumping)
Total design volume less 25j=""'24h storm is 95295 cubic feet
At elev. 46.8, feet Volume is 884371 GL&ic feet (start pumping),
Seasonal high water table elevation 43.51 feet
DESIGNED BYE APPROVED B'St
DATE a . .,. ;SATE:
NOTE: SEE ATTACHED WASTE UTILIZATION CLAN
h-- 12

^ ' I | AND MAINTENANCE �
p+�^"~` ~^ NCE PLAN/
�--��-~---------------�------- !
~-` |
�
storage) with
i d i ned for waste treatment (permanent /
Thism|ag»«»r ses8 The time required for t�e planned fluid level to
m/ � / �v/ v�v control . - du� to soi | '- t tora�� ) may vary
be WHO (permanent + temporary s ..- ' ' - to-`�� - ' t f fresh water added
ti and the amo�n » ' '
cond � tl�bo� , flushing operations � . ' � .
be added to the system.
ti�ated voi �me based
The designed 6 months temporary storage is an es ration; and
'
- � i fa\ \ after evaporation;
oo : 1) waste from animals; T) mXcess ra n ' ~' � ''� ' � of �
3) the largest 24 hour ( one i� > rainfa ! ! that occurs »n the averagenumber
--' ted from a 3iv�n num- The volume of waste 8enera - -
once every 25 years . e vo `- - ' � - � to
' '' ' -- - and from year '
-�- - � ' ' wi | � be fairly constant throughout the year and from
" ` animal ~ ' t \ during the year wii ! vary greatly --
year . The excess rainfall ` ^ ~— � '` ' infa| /
year to year. This . estimate is^ bas� d on 7 inches mf excess ra
which is equ^ > to `o . exceeds the highest 6 montbs excess i » � Year ^
� ' ' � s �pprux \ma�e | y 8 inches. There-
The
average annual �«cgss rainfall will need t» be pumped
fore , an aver�8e of 8 inches of excess rainfallid iR
h' The 25 year rainfall wi | } not be a factor to consider each year .{ � n8 pyc | e but this storage volume m' st always be
a» annual P ` elevation is determined in each design to begin
a«ai l �b1 '`'���\ ma: �m�m� / � | the Outlet invert �� p ipe(s) from build-
pump i ng this � m usua y e « | t � on to begin
in8( s) -:� the outlet pipe is not instal led on the e e»a t
~ �` t b Instal on this elevation o
i permanent marker must e n d
pumping, a pe ~ ~ ' - - b estab | ishe
to i ^indicate when n8 should begin. An e |evati «» mustte Pumping
°
" i ^^' t'-maintain minimum treatment depth (6 feet) .to stop pumping «
can be siarted or stopped any time between these two elevations for
operating convenience as site conditions permit (weather , soi ! sl crop'
and equipment t� app / y waste without runoff or leaching) .
Land appi | cation of waste water is recognized Rs In acceptable
method of disposal . Methods of app | � cation (nc\ ude sojid set,
a
center pivot, Suns, and traveling Sun i rriS from the fie / d or damage
Care should be
taken when applying waste to prevent runoff
to crops .
The following items are to be carried out:
1 It is strongly recommended that tne treatment lagoon be pre---
charged excesyive odors durin8
char8ed to 1/2 its capacity to preventi iti |
t aton uf t�e n a
star--up Pre-char3inS �educes the concen r ` ' i � be
waste
entering We lagoon tnereby red uc � ng odors. So | /ds a»muo
cuve=ed i th eff | uent at a \ t imes. k��en pre-crx�r3i ng i s completed ,
flushr buildings with recycled lagoon liquid . �resh water shou\ d
not e used for flushing after initial fi ! } in8 .
'
2 The attached waste uti1ization p | an sha ! | be fo\ \ owed. This
p � an recommends samp ( 1n8 and test \ nS of waste (See At�achment 8)
before ! and apP ! ! cation .
.~
�
i
!
' ,

|
r ��
. ^ n �the f |uid !pV� / r ion � id
'� ` - - ` ` -, ' � /
^ th is leg���`th 6',f - | Is | revents ���� !
bhcterja) . The design t r��e, � e�s `��' i� /
238413 b� feet � � '� �� / ���� �t�t�dbefore �
m��� cu c ee n z ����u� gallons,oDs. x `
this voIuoAe wi | j vary cons iderab (y from year to year. |
�
4~ The, rerommen. ed maximum amount to app |y per irri8atjo ' is �
one G1 ) ioch and the re;p. 5nded 'maximum app n| icatio rate [ a 0"4 �
' ' ` . .
inches [»er hour. '
5. Keep ve3etation on iqp embankment and area� adjacent to the
lagoon mowed annually. A etatiio shou | d be fertiiized as needed
to maintain a vigorous ki
An d,
`
6. Repair any eroded areas or areas damaged by rodents and �
establish in vegetation . �
T. All surface runoff is to be diverted from the |aj.3oon to stable ^
out / ets. _
8. The Clean Water Act of 1977 prohibits the OischarSe of �
pollutants into waters of the United States . The Department of
Environment, Health , and Natural Resources , Division of Envir«
mental Management, has the responsibility for enforcing this
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