260004_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify
Application must be signed and dated by the Permittee.
all information and make any necessary corrections below.
1. Farm Number: 26-0004 Certificate Of Coverage Number: AWS260004
2. Facility Name: OK Farms of Cedar Creek. LLC
3. Landowner's Name (same as on the Waste Management Plan): Ok Farms of Cedar Creek LLC
4. Landowner's Mailing Address: 4656 Cedar Creek Rd
City: Fayetteville State: NC Zip: 28312-8023
Telephone Number:
910-484-8810 Ext. E-mail:
5. Facility's Physical Address: 3593 Bogie Is Rd
City: Fa, etteville
6. County where Facility is located: Cumberland
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"):
10. Operator Name (OIC): Kevin R. West
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Operations Type
State: NC Zip: 28312
Kevin R West
910-484-8810 Ext.
Prestage Farms Inc
Phone No.: 910-484-8810
Swine - Wean to Feeder
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
12,160
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
OIC #: 20077
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
II-2-'5
Cla y
ar5,13s
'13, 726
19.00
1
2
-6 - 1, ?
Gl(t',
407156O
5.016,
6,
28.00
2
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
• The most recent Waste Utilization Plan (WUP), sinned by the owner and a certified technical specialistcontaining:
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
77. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Naive of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Title:
�
Signature: 1 /�E,�,� Date: 3 9-19
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN ye'', _r
Setrerdry
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
Ok Farms of Cedar Creek LLC
OK Farms of Cedar Creek, LLC
4656 Cedar Creek Rd
Fayetteville, NC 28312-8023
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 0 2 2019
Uvc1Lti:F� �-
February 27, 2019
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httns://deq.nc.aov/about/divisions/water-resources/water-qualiiv-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Cover ge Facility Currenth Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed signed and returned by April 3. 2019.
Please note that you must include one 11l cony of the Certified Animal Waste Manaeement Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fa'. etteville Regional Office, Water Quality Regional Operations Section
Cumberland County Soil and Water Conservation District
AFOG Section Central Files - AWS260004
Prestage Farms Inc
Nora . 5sL as y St.7mei _taf Eavrav• Ce Qua12u Divscn of Water 27.6994636
769Rescar s
512 tt_ -� "sbc St. 18nt Ma` S=J� Cerat=_r Rai ate, North Csral`aa 276994 36
'319'707.9004

Waste Utilization Plan
Producer: Kevin & Tommy O'Neil West
Name of Farm: OK Farms of Cedar Creek, LLC
Location: 4656 Cedar Creek Rd.
Fayetteville NC 28312
Phone: [phone]
Type of Operation: Wean -Feed
Number of Animal: 12160
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Cumberland
5134 ton/year
5837 lbs./year
.. z
APR 02 _1;19
� ivL l<L t
��y�Y�� • vrdt.
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
Tess 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

OK Farms of Cedar Creek, LLC
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:
Page 2
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3326
CP-1
By
Corn
132
0.88
13.00
1508
FEB15-JUN
116
3326
CP-1
By
*Wheat
55
1.49
13.00
1066
SEP-MAR
82
3326
CP-1
By
Soybeans
34
3.84
13.00
1703
APR-SEP15
131
3326
6A
BuA
CB/Graze
4.1
50
3.93
806
MAR-OCT
205
3326
6A
BuA
OS/Graze
1
50
3.93
197
OCT-MAR
50
3326
6B
BuA
CB/Graze
`4.1
50
3.31
679
MAR-OCT
205
3326
6B
BuA
OS/Graze
1
50
3.31
166
OCT-MAR
50
3326
7A
BuA
CB/Graze
4.1
50
3.93
806
MAR-OCT
205
3326
7A
BuA
OS/Graze
1
50
3.93
197
OCT-MAR
50
3326
7B
BuA
CB/Graze
4.1
50
3.31
679
MAR-OCT
205
3326
7B
BuA
OS/Graze
1
50
3.31
166
OCT-MAR
50
3326
8
GoA
CB/Graze
4.9
50
3.93
963
MAR-OCT
245
3326
8
GoA
OS/Graze
1
50
3.93
197
OCT-MAR
50
3326
9
GoA
CB/Graze
4.9
50
3.93
963
MAR-OCT
245
3326
9
GoA
OS/Graze
1
50
3.93
197
OCT-MAR
50
Total 48.34
Available Nitrogen
Surplus or deficit
10288 lbs.
5837 lbs.
-4451 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.
* N has been reduced by 20 Ibs/ac on Wheat due to residuals from previous crop.
The maximum amount of PAN which may be applied to small grain seeded as a cover crop not for harvest is 30 Ibs per
acre. N application to the next crop must be reduced by thr amount applied to the small grain.
Acres on CP-1 have been reduced by half to allow for a two-year rotation of corn, wheat and soybeans.
For CP-1 use 26 acres on the IRR-2 form
APR 0 2 2019
Wc rQualiiy

OK Farms of Cedar Creek, LLC 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 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.
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 876 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 4378 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need
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

OK Farms of Cedar Creek, LLC 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 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.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
3326
CP-1
By
Corn
0.4
1.0
3326
CP-1
By
*Wheat
0.4
1.0
3326
CP-1
By
Soybeans
0.4
1.0
3326
6A
BuA
CB/Graze
0.5
1.0
3326
6A
BuA
OS/Graze
0.5
1.0
3326
6B
BuA
CB/Graze
0.5
1.0
3326
6B
BuA
OSJGraze
0.5
1.0
3326
7A
BuA
CB/Graze
0.5
1.0
3326
7A
BuA
OS/Graze
0.5
1.0
3326
7B
BuA
CB/Graze
0.5
1.0
3326
7B
BuA
OS/Graze
0.5
1.0
3326
8
GoA
CB/Graze
0.5
1.0
3326
8
GoA
OS/Graze
0.5
1.0
3326
9
GoA
CB/Graze
0.5
1.0
3326
9
GoA
OS/Graze
0.5
1.0

OK Farms of Cedar Creek, LLC Page 5
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 applying the waste.
NARRATIVE OF OPERATION

OK Farms of Cedar Creek, LLC 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 Tess 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
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).

OK Farms of Cedar Creek, LLC Page 7
REQUIRED SPECIFICATIONS
(continued)
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.
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.
16. Domestic and industrial waste from wash down facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for 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.
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: OK Farms of Cedar Creek, LLC
Owner/Manager Agreement Kevin & Tommy O'Neil West
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: Kevin & Tommy O'Neil West
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Date: Jj-/a'/
Date:
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: 4X di ,-- 0 Date: f 1 (ION.

Temporary Overseed Plant Available Nitrogen (PAN) Rate Modification due to Extended Heavy Rainfall
Due to the extended heavy rainfall events in North Carolina in recent weeks and additional impact from
Hurricane Matthew, many animal operations face challenges with maintaining sufficient freeboard levels
in waste lagoons. By and through this memo, the Division of Water Resources (DWR) will allow a one-year
temporary modification of waste application rates for Bermuda fields oversown with winter annual
forage. This modification is in effect and available for all North Carolina counties for the 2016-17
oversown winter annual crop.
The following conditions apply to this modification. Please be sure to follow all the conditions and
attached October 7th 2016 letter from Tim Hall, NCDA&CS Regional Agronomist in order to avoid a
violation of your Animal Waste Permit:
1. The temporary waste utilization plan modification must be documented by a certified technical
specialist and records maintain in compliance with the facility's permit.
2. Allow a one-year conversion via conditional amendment to WUPs for farms under the 50 lb/A
PAN rate on winter annual cereals oversown on Bermuda hayfields to use the 100 Ib/A PAN rate,
which requires a split application window. In this case, it is suggested that the non application
period — currently November, December, and January — be shortened to December and January,
allowing waste application to continue into November, and that this special provision be also
permitted for pasture Bermuda — WA sites as well as hayfields. The permittee may apply up to 75
lb/A of the total of 100 lb/A in the fall application window (before December and January).
3. On row -cropped application sites, extend the pre -plant application period for PAN on small
grains from the current regulatory 30 days to allow waste application for 45 days prior to
planting of wheat or other small grains.
4. On row -cropped application sites, increase the deductible PAN rate for small grain cover crops
(non -harvested winter crops where PAN applied is deducted from the following harvested crop)
from the current 35 Ib/A to allow 50 lb/A to be applied and deducted, and waive any restrictions
on the species of winter small grain sown as the cover crop.
5. A temporary 25% PAN rate increase for tall fescue hay and pasture. The 25 % PAN rate increase is
also extended to farms using winter cereals, prairie grass bromes, or annual ryegrass as a pure
stand hay/silage or pasture.
6. This waste application extension will apply to Bermuda crops with an application window that
expired on August 31st, 2016 as well as on September 30th, 2016.
When signing this document you are certifying that all the above conditions have been met that apply
to your facility's WUP. (� / / �{.
Facility Name: OK Jj�y)s OT Cro✓L2P/94 Facility No. #2 b I
Name of Facility Owner or Lessee (Print).61.4
Signature: _ Date: /a—'-14
Name of Person Preparing the Plan: James Lamb
Signature: J. 1-"-. Date: /D jze/j (,

•
•
•
OK Farms of Cedar Creek
Spray Field
Cumberland County
Lnd Gun On
End Gun Off
26 acres
End Gun On
1 inch = 300 feet

•
•
•
OK Farms of Cedar Creek
Spray Held
Cumberland County
End Gun On
End Gun Off
2.61 acres
End Gun On
I inch = 300 feet

1.L\1\1VL 1 1 1V1 .J J i'JJ JJ N
C, V, 00w NI =c>a G
SCALE f!,
,..sty +•• ., , S . ' 1..... .....At• .•;<•,44.11.- i
r, fi.A'7/.
LEGEND
L I'
x HYDRANT LOCATION
• PUMP LOCATION
'- 6" PVC MAIN LINE
4
\\�11!l11111
• ��� •: s Sl,•�y9
• : -
(,qy4,:
/,• ▪ ••••.GIN•,•• �� ��.
Jr� DYD
//1/111111\\iS,
12273
«rs
I /^.▪ •
hr •
-
�a �� �,• ,
)\
':r38a51��
!1 f.
NOTES:
1) THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS. TEES, DEAD
ENDS AND OTHER SPECIAL FITTINGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE SHALL BE 6' PVC CLASS 200 (SDR 21) AND SIIALL BE
BURIED TO HAVE AT LEAST 3 Fah OF COVER.
3) EACH HYDRANT SHALL BE EQUIPPED WITH AN AIR.V 4'. 1"1.0<1 RELEASE
VALE.
. ...1.1i :.YT:2•753.}\!".-la.-2.1. ..Y•• .'. •' • . x•••, K•
. 1 • M1L e.=1
•
Cam•
•
•
.`lr. y �]
Fes, �`•`"'! Ti ' i ' k1=
, re.4., Si� r • L

CUMl::rERLAND COUNTY
EMERGENCY ACTION PLAN
DWG! 910-•486-- 1 r41.
EMS 910-678 _-7688
SWCD 910-484-8939
NRCS 910--484--8939
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NtJT 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 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 waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
13. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reasons) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C . Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators --actions
include:
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 or:i.or to restarting oumns.

g~
h.
3. Contact appropriate agencies.
a.
b.
C.
d.
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 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 any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
Are potable water wells in danger (either on or off of
the property)?
How much reached surface waters?
call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after,
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOUEv 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.
If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-678-7688.
Instruct EMS to contact local Health Department.
Contact local CUMBERLAND Soil and Water Conservation
District (SWCD), Natural Resources Conservation Service
(NRCS) office at 910-484-8939 and Cooperative Extension
Service (CES) at 910-484-7156 for advice/technical
assistance.
During normal business hours,
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:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon <NRCS,
Consulting Engineer, etc.)
a. Name:
b. 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.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Excessive Vegetative
Growth
Insect Control Checklist for Animal Operations
Son rve
Flush Gutters • Accumulation ufsolids - —
O Flush system. is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of -accumulated solids a(
Lagoons and Pits • — — discharge
C ruslcd Solids i 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 -
3 inches over more than 30% of surface.
Cause — — — 111111's to Cunlrol Itrsccls —
Site Specific Practices
Decaying Vegetation
Liquid Systems
■ Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watcr's edge on impoundment's perimeter.
Feeders
Feed Storage • Accumulations of feed residues
AMIC- November I I, 1996, 1'agc 1
• Feed Spillage ▪ Design, operate and maintain feed systems (c.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
8 Clean uP spillage on a routine basis (c.g., 7 - 10
day interval during summer; 15-30 day interval
during %vinlcr). •
Dry Systems •
O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,.
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and reinove or break up accumulated
solids in filler strips around feed storage as
needed.

•
Source '
Cause •• BMPs to Control Insects.
Amu iai Holding Areas ® • Accumulations of animal wastes Site Specific practices
Eliminate km areas that trap moisture. along
arad.feed wastage -
fences and other.:locations where waste
accumulates and disturbance by animals is
minimal . •
0 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
Dry Manure Handlinga needed)..
Accumulations of animal wastes CI Remove spillage on a routine basis (e.g., 7 -.10
Systems — — day •interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
.0 Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter .strips around stockpiles and
manure handling.areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7i613, North Carolina State.Universi
Raleigh, NC, 27695-7613. ty,
AMIC - November 11, 1996, Page 2

Source
Farmstead
Swine Farm. Waste Management Odor Control Checklist
•
Cause
• Swine production
BMPs to Minimize Odor- Site Specific Practice - s~
• Vegetative or wooded buffers;
■ Recommended best management practices;
▪ Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals • Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
IN Waterers located over slotted floors;
O Feeders at high end of solid floors;
0 Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; laf Frequent manure removal by flush, pit recharge,.
• Partial microbial decomposition or scrape;
0 Underfloor. ventilation
Ventilation exhaust fans • Volatile gases;- ■ Fan maintenance;
Dust
indoor surfaces • Dust
4 Efficient air movement
Flush tanks • Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys • Agitation during wastewater
conveyance
• Washdown between groups of animals;
Feed additives;
O Feeder covers;
a Feed delivery downspout extenders to feeder
covers
® Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
Pit recharge points • Agitation of recycled lagoon 4 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during .sump tank 0 Sump tank covers
filling and drawdown
Outside drain collection
or junction boxes conveyance
Agitation during wastewater El Box covers
AMO-C - November 11,1996, Page 3

Source
Cause •
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
• Agitation during wastewater
conyeyanc .:::...... lagoon liquid level
• Volatile gas emissions; tlli Proper lagoon liquid capacity;
• Biological mixing;
• Agitation
BMPs to Minimize Odor Site Specific Practices
O Extend discharge point of pipes: underneath
Correct lagoon startup procedures;
Minimum surface area to -volume ratio;
Minimum agitation when.pumping;
Mechanical aeration;
Proven biological additives
• .• High_ pressure agitation;
• Wind drift
Storage tank or basin •
surface •
•
Settling basin surface
us
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
e Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
Manure, slurry or sludge •
spreader outlets
Agitation when_spreading;
Volatile gas emissions
Uncovered manure, • Volatile gas emissions while
slurry .or sludge on field drying
surfaces
Dead. animals
• Carcass decomposition
Dead animal disposal
pits,
Irrigate on dry days with little or no wind;
Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
Pump from second -stage lagoon
Bottom or midlevel loading;
Tank covers;
Basin surface mats of solids;
Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
.0 Soil injection of slurry/sludges;
® Wash residual manure from spreader after use;
® Proven biological additives or oxidants
CI Soil injection of slurry/sludges
CI Soil incorporation within 48 hrs.;
CI Spread in thin uniform layers for rapid drying;
® Proven biological additives or oxidants •
• Carcass decomposition.
Incinerators
Incomplete combustion
• Proper disposition of carcasses
® Complete covering of carcasses in burial pits;
® Proper location/construction of disposal pits
0 Secondary stack burners
AIvt- November 11, 1996, Page 4

Source
Standing water around
facilities ./
Manure tracked onto
public roads from farm
access
Cause.
• Improperdraimige;
• Microbial decomposition of
organic matter
RhiPs to Minimize Odor
Grade and landscape such that water drains
away from facilities
• Poorly maintained access roads 0 Farm access road maintenance
Site Specific Practices
Additional Information
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Finn Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure ManageMentfUnderfloor Flush Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for LivestoOk•Manure Treattent and Storage; EBAE 103-83
CalibratinA of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; P111-33
Environmental Assurance PrOgram ; NPP.0 Manual
Options for Managing Odor; a report from the Swine Odor Task Force •
Nuisance concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From :
NCSU, County Extension Center
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU-BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

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
CI
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
{7 Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opiniontof 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
it4/1 aen#1,6
Signature of Technical Specialist
Date
19
Date

'Kt Pc5 ED 7S/
'tee ra for e C V DOWNING County: CUMBERLAND
f5ai 11/23/95
Distance to nearest residence (other than o4,rner) n 2000.0 feet
1. AVERAGE LIVE WEIGHT (AL ). -
O sows (farrow to finish) .. 1417 lbw.
O sows (farrow to feeder) 522 lbs.
O head (fin .=hang only) x 175 l.bs.
O Cows (farrow to wean) x 433 1 bs
6080 head ( wean to Feeder) x 30 a I bs .
Describe other
Total Average Live Wight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
O 1 b s
O l.bs
O ibs
O 1 bs
182400 1. b, s
182400
Volume = 182400 a l b s e ALW x Treatment t Vo l ui(e ( sr) / 1 b . '.LW
Treatment. Volume(CF)/lb.: ALW = 1 CF/lb. ALW
Volume = 1.82400 cubic feet
3. STORAGE VOLUME FOR SLLUDGE. ACCUMULATION
Volume = 0,0 cubic fret
4. TOTAL DESIGNED VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
_nV:.A.di'. 4'.c1�� length (feet)---------------------
Inside - ] F^� 6�:' t) -. _.. _- _..... _. �.._'- _. _ 290.0
widthInside top
Top of dike elevation (feet)_.-._..---------_-_— 3
Bottom of 1acioon elevation (feet)------------ 39.7
Freeboard (feet)- 1.0
Side slopes (inside .lagoon)--__---------------- 3.0
Total de=irn volume using pris(r,c'i_lal formula
Sys/F:NF1. 9S/END2 ` S/SIDE1. CS/SIDE;? LENGTH WIDTH DEPTH
3.0 3.0 ... w o 3,0 261.0 9.0
AREA OF TOP
LENGTH * WIDTH =
284.0 154.0
AREA OF BOTTOM
LENGTH * WIDTH =
230.0 i.i_a: „0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
257.0 127.0
4. ;7 _ , (AREA OF Trip)
23000 (AREA OF .3 OT"_OM )
17;0556 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOE' 1- (4*AREA MIDSECTION) 1- AREA BOTTOM] * DEPTH/6
43736.0 130556.0 ;:.300 ., 0 1.5
Total Design d Volume Available = 29593S CU. FT.

°
G
^ ~
5A.
TEMPORARY STORAGE REGUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width=
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 46400.0 square feet
Design temporary storage period to be 180 days.
Volume of wasteproduced `
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 182400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 333184 gals. or 44543.3 cubic
'
=r
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 =
Volume = 0.0 cubic feet
VbIUm of rainfall in excess of evaporation
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
=
Volume = 7.0 in * DA / 12 inches per foot
Volume = 27066.7 cubic feet
7.0 inches

'
5D. Volume of 25 year - 24 hour storm
6.
Volume =
Volume =
7.0 inches / 12 inches per foot * DA
27066.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SUMMARY
5A.
5B.
5C.
5D.
44543 cubic
0 cubic
27067 cubic
27067 cubic
-
feet
feet
feet
feet
TOTAL 98677 cubic feet
Temporary storage period========== ----- =====>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfa1l==================>
Freeboard===================================>
Side
Inside top
Inside top width====================== ----- =>
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume===-===================>
Actual design volume======-=================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.=================-----====>
Must be > or = to the SHWT elev.==========>
Must be > or - to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
Start pumping
180
7.0
7.0
1.0
3.0
290.0
160.0
49.3
39.3
281077
295938
44.5
45%6
44.5
45.3
182400
187194
47.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation===========>
Required volume to be pumped================>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY,. -A. ALGI._.cujr� APPROVED BY:
A U W4=W 40.1.~�-
DATE: 1//2_5/1ysL
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION'PLAN
COMMENTS:
��eg\/�� '
,
268871
265963
71610
78769
1.5
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft. *
cu. it. *
feet
feet *
feet
feet
cu. ft.
cu. ft.
feet *
cu. ft.
cu. ft.
cu.
cu.
feet
1 1; 1 �t �0 -i

LAGOON DESIGN
l.ator:C. V. DOWNING County: CUMBERLAND Date: 05/15/97
as the site evaluation been completed & approved: Y
L. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
O head (finishing only) x 135 lbs. = 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
6080 head (wean to feeder) x 30 lbs. = 182400 lba
Describe other : 0 lba
Total Average Live Weight = 182400 lba
?. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 182400 cubic ft (includes 0 cu. ft. add. treat. vol.)
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 45600.0 cubic feet
• TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Emergency spillway depth of flow(feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
260.0
230.0
54.50
43.50
1.00
0.00
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 224.0 10.00
AREA OF TOP
LENGTH * WIDTH =
254.0 224.0 56896 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
194.0 164.0 31816 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
224.0 194.0 173824 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
56896 173824 31816 1.67
Total Designed Volume Available = 437560 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
260.0 230.0 0.0
59800.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 59800.0 square feet
Design temporary storage period to be 180 days.
t. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 182400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 333184 gals. or 44543.3 cubic feet
1. Volume of excess water
Volume = 1222.9 gallona/day * 180 days storage/7.48 gallons
per CF
Volume = 29427.2 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 12.9 inches
180 days rainfall = 21.0 inches
Volume = 21.0 in * DA / 12 in. per ft. = 104750 cubic feet runoff
Volume = 12.9 in * lagoon DA/12 in./ft = 64185 cubic feet evap.
Volume = 40564 cubic feet

!D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot
Volume = 69767 cubic feet
Additional volume as follows:
* DA
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
5E.
TOTAL
SUMMARY
44543
29427
40564
69767
0
184302
cubic feet
cubic feet
cubic feet
cubic feet
cubic feet
cubic feet
Temporary storage period >
Rainfall during wettest period of storage===>
Evaporation during storage period >
25 year - 24 hour rainfall >
Heavy rain >
Freeboard >
Side slopes >
Inside top length
Inside top width
>
Emergency spillway elevationtif planned)====>
Top of dike elevation >
Bottom of lagoon elevation >
Top of sludge elevation >
Total required volume >
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume >
Volume at stop pumping
Start pumping elev.
Must be at bottom of F.B.
elevation >
& 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation >
Required volume to be pumped >
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
. DESIGNED BY: f2Y.dla",-,
P
DATE: S/15/91
180
21.0
12.9
7.0
7.0
1.00
3.0
260.0
230.0
53.5o
54.50
43.50
44.90
412302
437560
46.80
49.50
46.80
49.50
182400
185472
52.20
& heavy
367793
365992
114535
133840
1.5
APPROVED BY: /!. 2
DATE: C./ 2 (9
days
inches
inches
inches
inches
feet
1
feet
feet
feet
feet
feet
feet
cu. ft.
cu. ft. *
feet
feet *
feet
feet
cu. ft.
cu. ft.
feet
rain
cu. ft.
cu. ft.
cu. ft.
cu. ft. *
feet
NoT
P. AI4NE4

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
1.80 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 yr ..... 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid - level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 prechar-•rlingg 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 52.20 as marked by permanent marker. Stop pump —
out when t h e fluid level reaches elevation 49.50 . This temporary
storage less 25 yr and heavy rain c:_ontain% 13..3840 cubic feet or
1001125 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

'j,
If-
OPEQ:ION AND MAINTENANCE PLAN I V.
SHEET 1 OF 2
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 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 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 duriQg
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 47.6 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 71610 cubic feet or
535643 gallons.

�
(
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.
/. All surface runoff is to be diverted from the lagoon to stable
outlets.
B. 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 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.