310847_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Farm Number: 31-0847
2. Facility Name: Coyote Nursery Farm LLC
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 5913 Little Wiggins Rd
City: La Grange
Telephone Number:
252-566-3228 Ext.
Certificate Of Coverage Number: AWS310847
State: NC
E-mail:
Coyote Nursery Farm LLC
Zip: 28551-5913
5. Facility's Physical Address: 299 Honeycutt Rd
City: Seven Springs State: NC Zip: 28578
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Christopher R Wiggins
8. Farm Manager's telephone number (include area code): 252-939-4517 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Maxwell Foods LLC
10. Operator Name (OIC): Christopher R. Wiggins Phone No.: OIC #: 20146
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 7,200
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment 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
27.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sieved 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, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Title:
!�r
Signature: CAt, vl✓ yJ1 a � � (r,iff1)16 Date: /%e CICC'"T
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
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Coyote Nursery Farm LLC
Coyote Nursery Farm LLC
5913 Little Wiggins Rd
La Grange, NC 28551-5913
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310847
Maxwell Foods LLC
North Carotna Department of Environmental r}t a ty I Di ss,on of water Resources
512 N. Salsbury St. 1 1636 Mein Stsv=ce Center I Raleigh, North Caroline 27699-1636
919.707.9000

Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should 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.
-1n
-� n
n
nn
nn
nn
Version —November 26, 2018
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian, wouldmake 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.
Date
3-,2 'I Ci
Technieal;:' pecialist Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Wednesday, October 30, 1996
Updated: 10/1/2010
Producer : Coyote Nursery Farm LLC.
Farm Name : Coyote Nursery Farm LLC.
5913 Little Wiggins Road
La Grange,NC 28551
Telephone # : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals : 7200 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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 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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7200 pigs X 0.4 tons waste/pigs/year = 2880 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7200 pigs X 0.48 Ibs PAN/pigs/year = 3456 PAN/year
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.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE
CODE N/ACRE N/ACRE USED TIME
463
A
NORFOLK 2-6%
BC
5.2
260
0
1.02
265.2
MAR-SEP
463
- A
NORFOLK 2-6%
SG
1
50
0
1.02
51
SEP-MAR
463
B
NORFOLK 2-6%
BC
5.2
260
0
2.35
611
MAR-SEP
463
- B
NORFOLK 2-6%
SG
1
50
0
2.35
117.5
SEP-MAR
463
C
NORFOLK 2-6%
BC
5.2
260
0
4.03
1047.8
MAR-SEP
463
- C
NORFOLK 2-6%
SG
1
50
0
4.03
201.5
SEP-MAR
463
D
AUTRYVILLE ALL
BC
4.7
235
0
2.32
545.2
MAR-SEP
463
- D
AUTRYVILLE ALL
SG
1
50
0
2.32
116
SEP-MAR
463
E
AUTRYVILLE ALL
BC
4.7
235
0
2.66
625.1
MAR-SEP
463
- E
AUTRYVILLE ALL
SG
1
50
0
2.66
133
SEP-MAR
463
F
AUTRYVILLE ALL
BC
4.7
235
0
2.73
641.55
MAR-SEP
463
- F
AUTRYVILLE ALL
SG
1
50
0
2.73
136.5
SEP-MAR
463
G
AUTRYVILLE ALL
BC
4.7
235
0
2.73
641.55
MAR-SEP
463
- G
AUTRYVILLE ALL
SG
1
50
0
2.73
136.5
SEP-MAR
463
H
AUTRYVILLE ALL
BC
4.7
235
0
3.42
803.7
MAR-SEP
463
- H
AUTRYVILLE ALL
SG
1
50
0
3.42
171
SEP-MAR
463
I
AUTRYVILLE ALL
BC
4.7
235
0
4.08
958.8
MAR-SEP
463
I
AUTRYVILLE ALL
SG
1
50
0
4.08
204
SEP-MAR
TOTALS: 7406.9
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE
CROP
UNI
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1
25.34
7,407
TOTALS:
25.34
7,407
AMOUNT OF N PRODUCED: 3,456
*** BALANCE -3,951
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter 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
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 547.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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 of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.26 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. 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.
APPLICATION APPLICATION
TRACT
FIELD
SOIL TYPE
CROP RATE (in/hr) AMT (inches
1463
-A, -B, -C
NORFOLK 2-6%
SG
0.50
*1
'463
A, B, C
NORFOLK 2-6%
BC
0.50
*1
463
-D, -E, -F, -G, -H, _I
AUTRYVILLE ALL
SG
0.60
*1
463
D, E, F, G, H, 1
AUTRYVILLE ALL
BC
0.60
*1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
This WUP has been revised to reflect wettable acres by the irrigation design furnished by
Floyd Adams, P.E.
Page 5

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control conditions conducive
to odor or flies and to provide uniformity of application.
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.
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 a crop on bare soil.
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
Page 6

and from any perennial stream or river (other that 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)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr 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 soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd 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 Department of
Page 7

Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: Coyote Nursery Farm LLC.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Coyote Nursery Farm LLC.
SIGNATURE:
NAME OF MANAGER (if different from owner):
DATE: /o,
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Maxwell Foods, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE:
DATE:
please print
at06-rto
Page 9

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Wednesday, October 30, 1996
Updated: 9/21/2010
Producer : Coyote Nursery Farm LLC.
Farm Name : Coyote Nursery Farm LLC.
5913 Little Wiggins Road
La Grange,NC 28551
Telephone # : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals : 7200 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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 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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7200 pigs X 0.4 tons waste/pigs/year = 2880 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7200 pigs X 0.48 Ibs PAN/pigs/year = 3456 PAN/year
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.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE
CODE N/ACRE N/ACRE USED TIME
463
A
NORFOLK 2-6%
BC
5.2
260
0
1.02
265.2
MAR-SEP
463
_ A
NORFOLK 2-6%
SG
1
75
0
1.02
76.5
SEP-MAR
463
B
NORFOLK 2-6%
BC
5.2
260
0
2.35
611
MAR-SEP
463
.. B
NORFOLK 2-6%
SG
1
75
0
2.35
176.25
SEP-MAR
463
C
NORFOLK 2-6%
BC
5.2
260
0
4.03
1047.E
MAR-SEP
463
- C
NORFOLK 2-6%
SG
1
75
0
4.03
302.25
SEP-MAR
463
D
AUTRYVILLE ALL
BC
4.7
235
0
2.32
545.2
MAR-SEP
463
- D
AUTRYVILLE ALL
SG
1
75
0
2.32
174
SEP-MAR
463
E
AUTRYVILLE ALL
BC
4.7
235
0
2.66
625.1
MAR-SEP
463
- E
AUTRYVILLE ALL
SG
1
75
0
2.66
199.5
SEP-MAR
463
F
AUTRYVILLE ALL
BC
4.7
235
0
2.73
641.55
MAR-SEP
463
- F
AUTRYVILLE ALL
SG
1
75
0
2.73
204.75
SEP-MAR
463
G
AUTRYVILLE ALL
BC
4.7
235
0
2.73
641.55
MAR-SEP
463
_ G
AUTRYVILLE ALL
SG
1
75
0
2.73
204.75
SEP-MAR
463
H
AUTRYVILLE ALL
BC
4.7
235
0
3.42
803.7
MAR-SEP
463
- H
AUTRYVILLE ALL
SG
1
75
0
3.42
256.5
SEP-MAR
463
I
AUTRYVILLE ALL
BC
4.7
235
0
4.08
958.8
MAR-SEP
463
- I
AUTRYVILLE ALL
SG
1
75
0
4.08
306
SEP-MAR
TOTALS: 8040.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interpianted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE
CROP
UNITS
LB S N
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1
25.34
8,040
TOTALS:
AMOUNT OF N PRODUCED: 3,456
*** BALANCE -4,584
25.34
8,040
*** This number must be Tess than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter 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
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 547.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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 of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.26 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. 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.
APPLICATION APPLICATION
TRACT
FIELD
SOIL TYPE
CROP RATE (in/hr) AMT (inches
463
-A, -B, -C
NORFOLK 2-6%
SG
0.50
*1
463
A, B, C
NORFOLK 2-6%
BC
0.50
*1
463
-D, --E, -F, -G, -H, -t
AUTRYVILLE ALL
SG
0.60
*1
463
D, E, F, G, H, 1
AUTRYVILLE ALL
BC
0.60
*1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
This WUP has been revised to reflect wettable acres by the irrigation design furnished by
Floyd Adams, P.E.
The 75-Ib overseed option is utilized with the following conditions: (1) no animal waste may
be applied to the bermuda after August 31, (2) the PAN may be applied from September 15
to October 30 and in February - March, and (3) the small grain must be removed by April 7. If
any of the aforementioned conditions are not met, the PAN rate is 50 Ibs/acre with the
application windows in Table 1.
Page 5

and from any perennial stream or river (other that 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)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr 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 soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd 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 Department of
Page 7

Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: Coyote Nursery Farm LLC.
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Coyote Nursery Farm LLC.
SIGNATURE: t DATE: 9
NAME OF MANAGER (if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Maxwell Foods, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE:
please print
DATE: it <417r 10
Page 9

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Farmstead
• Swine production
O Vegetative or wooded buffers
O Recommended best management practices
O Good judgment and common sense
Animal body
surfaces
• Dirty manure -covered
animals
O Dry floors.
Floor surfaces
• Wet manure -covered floors
O Slotted floors
la Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine
pits
• Partial microbial
decomposition
O Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
Ventilation exhaust • Volatile gases
fans • Dust
O Fan maintenance
O Efficient air movement
Indoor surfaces
• Dust
O Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
eevers-
Flush tanks
• Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations
• Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain
collection or
junction boxes
• Agitation during wastewater
conveyance
O Box covers
End of drainpipes
at lagoon
• Agitation during wastewater
conveyance
O Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
O Proper lagoon liquid capacity
O Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
O Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
O Irrigate on dry days with little or no wind
O Minimum recommended operating pressure
O Pump intake near lagoon liquid surface
O Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O Proven biological additives or oxidants
Settling basin
surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slurry, or sludge on drying
field surfaces
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition
O Proper disposition of carcasses
Dead animal
disposal pits
• Carcass decomposition
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
O Grade and landscape such that water drains away
from facilities

Swine Farm Waste Management Odor Control Checklist
Source
Cause BMPs to Minimize Odor
Site Specific Practices
Manure tracked onto • Poorly maintained access
public roads from roads •
farm access
0 Farm access road maintenance
Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC 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
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids
O Flush system is designed and operated
sufficiently to remove accumulated solids.from
gutters as designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
O 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 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
O Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage
• Accumulations of feed
residues
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding
areas
• Accumulations of animal 0 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumulations of animal O Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

LAGOON DESIGN
Operator:Maxwell Foods- County: Duplin Date: 04/14/97
coyorE NaRSERIES
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
7200 head (wean to feeder) x .30 lbs. = 216000 lbs
Describe other : 0 lbs
Total Average Live Weight = 216000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 216000 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 54000.0 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
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 174.0 11.00
AREA OF TOP
LENGTH * WIDTH =
394.0 174.0
AREA OF BOTTOM
LENGTH * WIDTH =
328.0 108.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
361.0 141.0
400.0
180.0
50.30
38.30
1.00
0.00
3.0 : 1
68556 (AREA OF TOP)
35424 (AREA OF BOTTOM)
203604 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
68556 203604 35424 1.83
Total Designed Volume Available = 563904 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
400.0 180.0 0.0
72000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 72000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 216000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 394560 gals. or 52748.7 cubic feet
5B. Volume of excess water
Volume = 1448.1 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 34848.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.2 inches
180 days rainfall = 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 130200 cubic feet runoff
Volume = 13.2 in * lagoon DA/12 in./ft = 79200 cubic feet evap.
Volume = 51000 cubic feet

5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 90000 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52749 cubic feet
5B. 34848 cubic feet
5C. 51000 cubic feet
5D. 90000 cubic feet
5E. 0 cubic feet
TOTAL 228597 cubic feet
5. SUMMARY
Temporary storage period > 180 days
Rainfall during wettest period of storage===> 21.7 inches
Evaporation during storage period > 13.2 inches
25 year - 24 hour rainfall > 7.5 inches
Heavy rain > N. 7.5 inches
Freeboard > -1.00 feet
Side slopes > 3.0 : 1
Inside top length > 400.0 feet
Inside top width > 180.0 feet
Emergency spillway elevation(if planned)====> 49.30 feet
Top of dike elevation > 50.30 feet
Bottom of lagoon elevation > 38.30 feet
Top of sludge elevation > 39.75 feet
Total required volume > 498597 cu. ft. *
Actual design volume > 563904 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 42.80 feet
Stop pumping elev. > 45.50 feet
Must be > or = to the SHWT elev. > 42.80 feet
Must be > or = to min. req. treatment el.=> 44.30 feet
Min. Required treatment volume > 216000 cu. ft.
Volume at stop pumping elevation > 273187 cu. ft.
Start pumping elev. > 47.90 feet *
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 473904 cu. ft.
Volume at start pumping elevation > 471233 cu. ft.
Required volume to be pumped > 138597 cu. ft. *
Actual volume planned to be pumped > 143894 cu. ft. *
Min. thickness of soil liner when required==> 1.6 feet
BY:
DATE: 4 t '7
• peTT,ts; fft4f,iNc.
BY:
DATE: 4/ J5197
41 , •L.

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations 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 very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
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:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
O stop recycle (flushing system) pump
O stop irrigation pump
Os close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page 1

• flush system, houses, solids separators:
O stop recycle (flushing system) pump
O stop irrigation pump
O make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
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?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 919-946-6481; after
hours, emergency number: 800-858-0368 or 919-733-3942. Your phone call should
include: your name, facility, telephone number, the details of the incident, the exact
location of the facility, and the location or direction of movement of the spill, weather
and wind conditions, what corrective measures have been taken, and the seriousness of
the situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
919-559-6126 .
Page 2

d) Instruct EMS to contact the local Health Department: 919-526-4200.
e) (For technical assistance)
Contact CES: 919-527-2191
Local NRCS office: 919-523-7010
4) 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.
Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
b)
c)
lenior
Page 3

EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: MA'Fw C-IL Fann'S — Q- YATC PLR-4C-YE S County: --X1 i->t zN
Address: PO, Sox t doe,g
Gnlclhavck., Ne Z.153'2. Date: g-- i C - 91
Telephone: 919--7-78— 3t3n
TABLE 1 - Field Specifications
Fleldt
Number
Approximate
Maximum
Useable Size
ofFleld2
(acres)
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rnte3
(In/hr)
Maximum
Application
per Irrigation
Cycic3
(inches)
Comment!
1
9. Co
Au%w cu<=
I - Z
b> .P,r'rtumGRA35 / Smarm` G (2o,=N
,
. 9 <o
Z
9,
Qk,cscc N �l-LL-
\- Z
A GA55 /'cwtasw. GLZ,Oat l
. (o
,9 G
3
9 , 1
AuNSz. t 1ctLi=
1 - Z.
ZPeriuOQGc?n,S5 t 5n1AO. CzPay.t
, Co
. "G
4
5. 5
n\cc-{FUL\<
2 -(1)
cat-ae+u\,aGQAs5 5^+hl. C,Qratry
.S
t .3c
f
1See attached map.
2Tota1 field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
JUNE, 1996

-4.
r
Tic
✓ 1537 a
75
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5a�-s
•
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s
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tU 1F
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---- is '
r, , �� � ram A ' j?r�—t.. } i r.+.l
1-. , el ia;.fr• ." . ^r .`.,f i 1 i {P`, S?�
4 ! a:, )big `
41,
• ..4::21,T;41.
1• \
.•
•
'41-
•
b - •. ' 1 1�t .
7.
r. Jr � 1. �,1 1 a,.Lt v' 1 �•Y ,� 1 K.
•
1•. 74• .•-•
r•; x y
*,
1-
Div ..•}rY+r
• r �:�L-'.P •'/
at• • '

Brent Mitchell
From: Joshi, Jaya <[e-mail]>
Sent: Thursday, July 25, 2019 11:18 AM
To: Rbmitchell; Brent Mitchell
Subject: 31-847 (Coyote Nursery)
Hey Brent,
Is this one of your farms? It is missing an Operation and Maintenance Plan for their lagoons.
Will appreciate your assistance.
Thanks.
R gut
Animal Feeding Operations Branch
Division of Water Resources
North Carolina Department of Environmental Quality
919 707 3663 office
jaya.ioshi Ancdenr.gov
512 N. Salisbury Street
1636 Mail Service Center
Raleigh, NC 27699-1636
othinsg Compares....
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage. for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 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
an approved waste utilization plan. Highly visible
installed to mark the upper and lower elevations of
storage (pumping volume). Pumping shall be done as
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
runoffor leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of applicationinclude solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
in accordance with
markers shall be
the temporary
necessary to
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 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 47.90 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.50 . This temporary
storage less 25 yr and heavy rain contains 143894 cubic feet or
1076327 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.

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shallbe backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be. optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content.
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional constructionspecifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED, ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30.
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Total Volumes by Project
(combined volumes for each drawing)
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Maxwell Foods
Drawing 3
GHF168
Duplin Co.
Floyd Adams
Maxwell Foods
Davis cc1ore NURe?E RA ES
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/14/97 Time: 13:53:43
Drawing: Drawing 3
Grid cell size: 3.82 by 3.84
Original drawing scale: 100.00 ft/in
CUT
FILL
Expanded
CUT
Expanded
FILL
Balanced
Existing
17786.17
14039.24
17786.17
( 0.00%)
17549.05
( 25.00%)
Net:
3746.931
237.121
Project: Maxwell Foods - Davis
CUT
FILL
Expanded
CUT
Expanded
FILL
Project Totals:
Average Shrink/Swell Percent
17786.17
14039.24
17786.17
( 0.00%)
17549.05
( 25.00%)
Project Net: 1 3746.931
237.121

Orientation: -45.0
54.0
52.0
50.0
48.0
46.0
44.0
42.0
40.0
38.0
36.0
Lower Left
Z Magnification: 11.5
3D Mesh Surface
Balanced
Project: Maxuel 1 Foods - 9a +s COYOTE NazscTZLES
Drawing: Drawing 3
Number: GHF168_
Location: Duplin Co.
Bid Date:
Engineer: Floyd Adams
Owner: Maxwell Foods
Estimator:
Inclination:
30 Mesh Sur
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/14/97 Time: 14:11:48

/'Elo4-4.8er------0.€43rERI---w4PrMiljt--*-4M3r8E0-' 3,80----r4fid38-- 50.80
r?SL
Pr 50, S0i
1 49. 80
484 80
47'.80
>'.a2.1i1
46.80
45.80
30 30
8.
51..80
52.10
50.30
E 38.3
3820
5
SQ.30
9._0
9..80
9.80
49.80
46.80
47.90
50. 0
46.80
Report: Plan Vieu Cross-section Locations
Project: Maxwell Foods- 43aa-"ro-corot� NatsEFUK_
Drawing: Drawing 3
Surface: Balanced
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/14/97 Time: 13:56:28
Scale: 60 ft/in

Cross -Section Plots
Digitized Points
Horiz. scale: 60 ft/in Vert. scale: 3 ft/in
53.0
51.5
50.0
48.5
47.0
45.5
44.0
42.5
41.0
39.5
38.0
36.5
Project: Maxwell Foods .BerisCottENutzSex4eS
Drawing: Drawing 3
Number: GHF168
Location: Duplin Co.
Bid Date:
Engineer: Floyd Adams
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/14/97 Time: 14:00:26
540.0

e Mika AS s S
52.5
51.0
49,5
48.0
46.5
45.0
43.5
42.0
40.5
39.0
37.5
36.0
Cross -Section Plots
Digitized Points
Horiz. scale: 60 ft/in Vert. scale: 3 ft/in
Project: Maxwell Foods Day i- Cenerrei-acw-gizieS
Drawing: Drawing 3
Number: GHF168
Location: Duplin Co.
Bid Date:
.Engineer: Floyd Adams
Owner: Maxwell Foods
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/14/97 Time: 14:04:51
B - Bi
ncilStihi) ------ ---------------
•
Balanced
459.7
540.0

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