710102_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 stake any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 71-0102 Certificate Of Coverage Number: AWS710IO2
2. Facility Name: NC Wolf & Pack
3. Landowner's Name (same as on the Waste Management Plan): Pure Country Farms LLC
4. Landowner's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
Telephone Number: 910-285-1005 Ext. E-mail:
5. Facility's Physical Address: 44 English Town Rd
City: Willard State: NC Zip: 28478
6. County where Facility is located: Pender
7. Farm Manager's Name (if different from Landowner): A J Linton
8. - Farm Manager's telephone number (include area code): 910-285-1357 Ext.
9. Integrators Name (if there is not an Integrator, write "None"): Mumlw-Brown LLC
10. Operator Name (OIC): Randv C. Ineram Phone No.: 94G 85-1605--
11. Lessee's Name (if there is not a Lessee, write "None"): p o r\ e fro-aqo-1862�
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 800
Swine - Feeder to Finish 2,000
Swine - Farrow to Wean 7,400
Operation Types:
OIC h: 1000309
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)
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7„t�'",,Ci*t<y)=prF"d�xjt
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19.50
NC WOLF•(44j
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19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with thi 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:
I. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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: 2019PerrnitRenewal@ncdenngov

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 attaclunents 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):
/q,�
Name: ��n�//�-/�f917 Title: �:/11/!/'�ai/%ieh G'(' I'r'[ r
[,
Signature: G2 „L/ Date: (- a -/ /
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: 2019PermitRenewal n nedenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
St-cretnry
LINDA CULPEPPER
Ofter!or
NORTH CAROLINA
Environmental Quality
February 27, 2019
Pure Country Farms LLC
NC Wolf & Pack
PO Box 1139
Wallace, NC 28466-1139
Subject: Application for Renewal of Coverage for Expiring State General Pennit
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/divisionshvater-resources/rater-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
Polder County Soil and Water Conservation District
AFOG Section Central Files - AWS710102
Murphy -Brown LLC
DE 3 North Caro'.ina Depa rtrr tofEavironm_ntal Qua I:tt 1 D son of t_r Fas�mrxs
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919.7L�? a000

WASTE UTILIZATION PLAN
Facility Number:
71-102
Facility COC Number:
AWS710102
Facility Name:
NC Wolf and Pack
Landowner's Name:
Pure Country Farms LLC
Landowner's Mailing Address:
PO Box 1139 Wallace, NC 28466
Facility's physical address:
48 Englishtown Road, Willard NC 28478
Type of Operation:
Farrow - Wean
Number of Animals:
7400 Farrow /Wean, 2000 Feeder/Finish, 800 Wean / Feeder
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 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 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 content 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 available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. Wth special precautions, 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
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.
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 analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
NUP Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons ft., tons, etc.)
77400 animals X 3203
800 animals X 191
22 000 animals X 927
(gallons) waste/animal/year =
(gallons) waste/animal/year =
(gallons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
77 400 animals X 1.2
800 animals X 1.8
22000 animals X 1.8
lbs. PAN/animal/year =
lbs. PAN/animal/year =
lbs. PAN/animal/year =
23,702,200.0 (amt.) waste/year.
152,800.0 (amt.) waste/year.
1,854,000.0 (amt.) waste/year.
25,709,000.0 TOTAL
28,442.6 lbs. PAN/year.
275.0 lbs. PAN/year.
3,337.2 lbs. PAN/year.
32,054.9 TOTAL
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 mariner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
See Page 2a For Acres Owned By Producer
*This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
NUP Page 2

Tract
Field
No.
WASTE UTILIZATION PLAN
Soil
Type
Table 1:
Crop
ACRES OWNED BY PRODUCER
Lbs. N
Per Acre
Acres Lbs. N Month of
Utilized Application
1
Al
Grantham
Corn
137
26.6
3641.46
Feb 15 - June
Wheat
56
1488.48
Sep - March
1
A2
Grantham
Corn
137
22.1
3030.44
Feb 15 - June
Wheat
56
1238.72
Sep - March
2
A3
Liddell
Corn
132
20.2
2662.44
Feb 15 - June
Wheat
51
1028.67
Sep - March
2
A4
Liddell
Corn
132
23.2
3061.08
Feb 15 - June
Wheat
51
1182.69
Sep - March
3
B1
Liddell
Corn
132
10.7
1413.72
Feb 15 - June
Wheat
51
546.21
Sep - March
3
B2
Liddell
Corn
132
12.5
1650
Feb 15 - June
Wheat
51
637.5
Sep - March
4
B3
Liddell
Corn
132
17.8
2354.88
Feb 15 - June
Wheat
51
909.84
Sep - March
4
B4
Liddell
Corn
112
28.3
3172.96
Feb 15 - June
Wheat
51
1444.83
Sep - March
5
Cl
Liddell
Corn
112
42.2
4721.92
Feb 15 - June
Wheat
51
2150.16
Sep - March
5
C2
Liddell
Corn
112
37.3
4172
Feb 15 - June
Wheat
51
1899.75
Sep - March
6
C3
Liddell
Corn
112
26.7
2988.16
Feb 15 - June
Wheat
51
1360.68
Sep - March
6
C4
Liddell
Corn
112
15.2
1705.76
Feb 15 - June
Wheat
51
776.73
Sep - March
7
Aerway 1
Goldsboro
Corn
128
10.9
1391.36
Feb 15 - June
Wheat
68
739.16
Sep - March
7
Aerway 2
Grantham
Corn
117
6.2
728.91
Feb 15 - June
Wheat
56
348.88
Sep - March
8
Aerway 3
Liddell
Corn
112
4.8
535.36
Feb 15 - June
Wheat
51
243.78
Sep - March
9
Aerway 4
Wooding ton
Corn
40
11.6
462.8
Feb 15 - June
Wheat
97
1122.29
Sep - March
9.1
NG1
Grantham
Corn
117
5.7
663.39
Feb 15 - June
Wheat
56
317.52
Sep - March
9.1
NG 2
Grantham
Corn
117
6.0
702
Feb 15 - June
Wheat
56
336
Sep - March
9.1
NG 3
Liddell
Corn
112
4.6
510.72
Feb 15 - June
Wheat
51
232.56
Sep - March
9.1
NG 4
Liddell
Corn
112
6.5
729.12
Feb 15 - June
Wheat
51
332.01
Sep - March
9.1
NG 5
Liddell
Corn
112
6.1
687.68
Feb 15 - June
Wheat
51
313.14
Sep - March
9.1
NG 6
Liddell
Corn
112
15.8
1774.08
Feb 15 - June
Wheat
51
807.84
Sep - March
9.1
NG 7
Liddell
Corn
112
8.8
985.6
Feb 15 - June
Wheat
51
448.8
Sep - March
87.0
NUP Page 2a Rotation 1
reels
14413.0 Aerway

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil
No. Type
Crop
Lbs. N Acres Lbs. N Month of
Per Acre Utilized Application
See footnote for Table 1.
Table 1
Table 2
Aerway
Total
Amount o
Surplus o
Total
Totals from above Tables
Acres
Lbs. N
Utilized
282.76
49,239.08
0
-
87.0
14,413.00
369.7
63,652.08
N Produced
Deficit
32,054.88
(31,597.20)
NOTE: 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 nutrient or other
elements.
NUP Page 3 Rotation 1

Tract
Field
No.
WASTE UTILIZATION PLAN
Soil
Type
Table 1:
Crop
ACRES OWNED BY PRODUCER
Lbs. N
Per Acre
Acres Lbs. N Month of
Utilized Application
1
Al
Grantham
Soy Beans
146
26.6
3880.68
Apr - Sep 15
Wheat
56
1488.48
Sep - March
1
A2
Grantham
Soy Beans
146
22.1
3229.52
Apr - Sep 15
Wheat
56
1238.72
Sep - March
2
A3
Liddell
Soy Beans
134
20.2
2702.78
Apr - Sep 15
Wheat
51
1028.67
Sep - March
2
A4
Liddell
Soy Beans
134
23.2
3107.46
Apr - Sep 15
Wheat
51
1182.69
Sep - March
3
B1
Liddell
Soy Beans
134
10.7
1435.14
Apr - Sep 15
Wheat
51
546.21
Sep - March
3
B2
Liddell
Soy Beans
134
12.5
1675
Apr - Sep 15
Wheat
51
637.5
Sep - March
4
B3
Liddell
Soy Beans
134
17.8
2390.56
Apr - Sep 15
Wheat
51
909.84
Sep - March
4
B4
Liddell
Soy Beans
134
28.3
3796.22
Apr - Sep 15
Wheat
51
1444.83
Sep - March
5
Cl
Liddell
Soy Beans
134
42.2
5649.44
Apr - Sep 15
Wheat
51
2150.16
Sep - March
5
C2
Liddell
Soy Beans
134
37.3
4991.5
Apr - Sep 15
Wheat
51
1899.75
Sep - March
6
C3
Liddell
Soy Beans
134
26.7
3575.12
Apr - Sep 15
Wheat
51
1360.68
Sep - March
6
C4
Liddell
Soy Beans
134
15.2
2040.82
Apr - Sep 15
Wheat
51
776.73
Sep - March
7
Aerway 1
Goldsboro
Soy Beans
149
10.9
1619.63
Apr - Sep 15
Wheat
68
739.16
Sep - March
7
Aerway 2
Grantham
Soy Beans
146
6.2
909.58
Apr - Sep 15
Wheat
56
348.88
Sep - March
8.
Aerway 3
Liddell
Soy Beans
134
4.8
640.52
Apr - Sep 15
Wheat
51
243.78
Sep - March
9
Aerway 4
Wooding ton
Soy Beans
112
11.6
1295.84
Apr - Sep 15
Wheat
97
1122.29
Sep - March
9.1
NG1
Grantham
Soy Beans
146
5.7
827.82
Apr - Sep 15
Wheat
56
317.52
Sep - March
9.1
NG 2
Grantham
Soy Beans
146
6.0
876
Apr - Sep 15
Wheat
56
336
Sep - March
9.1
NG 3
Liddell
Soy Beans
134
4.6
611.04
Apr - Sep 15
Wheat
51
232.56
Sep - March
9.1
NG 4
Liddell
Soy Beans
134
6.5
872.34
Apr - Sep 15
Wheat
51
332.01
Sep - March
9.1
NG 5
Liddell
Soy Beans
134
6.1
822.76
Apr - Sep 15
Wheat
51
313.14
Sep - March
9.1
NG 6
Liddell
Soy Beans
134
15.8
2122.56
Apr - Sep 15
Wheat
51
807.84
Sep - March
9.1
NG 7
Liddell
Soy Beans
134
8.8
1179.2
Apr - Sep 15
Wheat
51
448.8
Sep - March
87.0
NUP Page 2a Rotation 2
reels
17019.3 Aerway

Table 2:
Tract Field Soil
No. Type
WASTE UTILIZATION PLAN
ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Crop
Lbs. N Acres Lbs. N Month of
Per Acre Utilized Application
* See footnote for Table 1.
Table 1
Table 2
Aerway
Total
Amount o
Surplus o
Total
Totals from above Tables
Acres
Lbs. N
Utilized
282.76
53,138.50
0
-
87.0
17019.3
369.7
70157.8
N Produced
r Deficit
32,054.88
(38,102.89)
NOTE: 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 nutrient or other
elements.
NUP Page 3 Rotation 2

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Field
No.
Soil Type
Application of Waste by Irrigation
Crop
Application
Rate (In/Hr'
Application
Amount (In.
Al, A2
Grantham
Corn/Wheat/Soybeans
0.4
1
A3 - C4
Liddell
Corn/Wheat/Soybeans
0.4
1
Aerway 1
Goldsboro
Corn/Wheat/Soybeans
0.5
1
Aerway 2
Grantham
Corn/Wheat/Soybeans
0.4
1
Areway 3
Liddell
Corn/Wheat/Soybeans
0.4
1
Aerway 4
Woodington
Corn/Wheat/Soybeans
0.4
1
NG1 - Ng2
Grantham
Corn/Wheat/Soybeans
0.4
1
NG3 - NG7
Liddell
Corn/Wheat/Soybeans
0.4
1
Corn/Wheat/Soybeans
1
Corn/Wheat/Soybeans
1
Corn/Wheat/Soybeans
1
Corn/Wheat/Soybeans
1
Corn/Wheat/Soybeans
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
** 2 Lagoons **
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
instance should the volume of waste being stored in your structure exceed
Elevation *see lagoon staff gauges.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
This NUP reflects wettable acres for linears and aerways.
This farm uses an aerway system and linear traveler system for irrigation.
The method of nutrient removal is through row crops.
The corn PAN was reduced 20# following soybeans.
NUP Page4

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 and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. Wien 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 such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
NUP Page5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainage ways, or
wetlands by a 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
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 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.
NUP Page 6

WASTE UTILIZATION PLAN
18 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.
19 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 is should only be applied pre -plant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 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 and maintained. Soil and waste
analysis records shall be kept for five 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.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
NUP Page 7

{
WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Wolf and Pack
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures 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 Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event Tess 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 DEM upon request.
Name of Facility Owner:
(please print)
Square One Farms LLC
Signature: 0
Date: 6, I
Name of Manager (If different from owner): AJ Linton
Signature: Date:
Name of Technical Specialist: (please print): AJ Linton
Affiliation: Murphy Family Ventures, LLC
Address (Agency): P.O. Box 1139
Wallace, NC 28466
Signature:
NUP Page 8
Date:

Soil Map—Pender County, North Carolina
(gaiter
34' 39 23"
34' 39' 6"
764520 764580 764640 764700 764760 764820
764520
• N
W A
764580
764640
Map Scale: 1:2450 ifprinted an size (8.5" x 11") sheet
Meters
O 20 40 80 120
Feet
O 50 100 200 300
USDA Natural Resources
al Conservation Service National Cooperative Soil Survey
Web Soil Survey
764160
764820
12A/2009
Page 1 of 3
34 39 23
34' 39' 6"

Soil Map—Pender County, North Carolina
34° 35 22'
34° 39' r
N o 20 40 80 120
A Feet
0 50 100 200 300
7641750 764' 00 7641850 764900 764' 50 765' 00
765050
764750 764900 764850 764900 764950 765000 765060
Map Scale:1:2,160 if printed on A size (e.5' x 111 sheet
USDA Natural Resources
Meters
Web Soil Survey
Conservation Service National Cooperative Soil Survey
12/7/2009
Page 1 of 3
34° 39' T

Soil Map—Pender County, North Carolina
(P
34° 39 34"
34° 39' 1B"
NA
Map Scale: 12 360 8 printed onA size (85" x 11") sheet
Meters
0 20 40 80 120
Feet
0 50 100 200 300
USDA Natural Resources
764760 764820
_ Web Soil Survey
a Conservation Service National Cooperative Soil Survey
764880
12/7/2009
Page 1 of 3
34° 39' 34"
34° 39' 18"

Soil Map—Pender County, North Carolina
(Field -Br
34' 39' 30"
•
34' 39' 17'
•
764800' 764840 764880 764920 764960 765000 765040 765080
764840 764860
7641920
Map Scale: 1:1,850 R panted onA size (8.5"x 11") sheet.
Meters
0 15 30 60 90
Feet
0 50 100 200 300
1 1
764960 765000 765040
Web Soil Survey
at Conservation Service National Cooperative Soil Survey
USDA Natural Resources
765080
12/7/2009
Page 1 of 3
34' 39' 30"
34' 39' 17"

4/2/2019
44 Englishtown Rd - Google Maps
44 Englishtown Rd
NC Wolf and Pack
44 Englishtown Rd
Willard, NC 28478
•
MW46+3F Wallace, Island Creek, NC
Imagery ©2019 Google, Map data ©2019 Google 200 ft
t
https://www.google.com/maps/place/44+Englishtown+Rd,+Willard+NC+28478/@34.6553794,-78.0889209,896m/data=!3m1!1e3!4m5!3m4!1s0x89ab... 1/1

EMERGENCY ACTION PROCEDURE AND CONTACT LIST
Facility: NC WOLF SOW FARM
Phone Number: 910-283-6756
911 Address: 44 ENGLISHTOWN ROAD, WILLARD, NC 28478
Directions to Farm: Going SOUTH from Harrells, at the Intersection of HWY 421 and Englishtown Rd.,
turn left onto Englishtown Rd, and then take the first driveway entrance on the right. Follow the road
to the first farm on the left, approximately 1 mile.
Effluent Handling System Emergency Procedure
In the event of an actual or potential spill take the following steps in order:
1) STOP and CONTAIN the release.
2) Utilize emergency contact list to notify one of the contacts of the situation.
3) Stay with the actual or potential release to ensure it is stopped or contained; do not
leave until instructed to do so.
Effluent Handling Emergency Contact List
Start with the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
Office # Mobile#
1) Mary Brown, Manager 910-289-0199
Home#
2) Randy Ingram 910-290-1862
3) Kendall Huffman, LMN Team Leader 252-526-1446
4) Al Linton, LMN Director 910-285-1357
910-271-0361 919-689-9936
5) Greg Wulf, Production Manager 910-285-1005 (x2278)
910-271-0994 910-892-1755
Return to the top of the list and start again until someone is contacted.
Production System Emergency Procedure
In the event of a suspected disease outbreak take the following steps in order.
1) Ensure bio-security measures are taken and minimize traffic in and out of farm.
2) Contact your manager and/or your primary contact.
In the event of a power/water failure take the following steps in order.
1) Contact your manager and/or primary contact.
Intervention Levels
# of sows off feed in 1 day -
# of aborts in 2 day period - 3 5 7 6
# of aborts in 1 week - 6 10 16 12
Weekly Stillborn%- 10% 10% 10% 10%
Weekly PWM - 20% 20% 20% 20%
Sow Mortality - 10% 10% 10% 10%
Sow Herd Size
2400 3800 7200 4400
>10% in one location ( barn, row, or room )

EMERGENCY ACTION PROCEDURE AND CONTACT LIST
Nursery and Finishing - > 1% mortality in any one day
Production Emergency Contact List
Start at the first contact and continue to call until you talk to someone, do not leave message.
Names (in order to be contacted)
1) Mary Brown, Manager
2) Greg Wulf, Production Mgr
3) Jeremy Autry, Smithfield
4)
5) Mark Spearman, MFV Productioi
6) Mark Lado
Office#
Mobile#
910-289-0199
Home#
910-285-1005 (x2278)
910-271-0994
910-271-8694
910-892-1755
910-285-1005 910-876-3076
Return to the top of the list and start again until someone is contacted.
Emergency Procedure for Fire, Medical, and Property Damage
1) Contact the appropriate personnel using the Safety emergency number contact list.
2) Contact your manager and/or primary contact.
Safety Emergency Contact Numbers
1) Mary Brown, Manager
2) Mike Brown
3) Greg Wulf, Production Mgr
4) Ambulance
5) Police/Sheriff Dept
Office#
Mobile#
910-289-0199
Home#
910-285-7037 910-271-2302
910-285-1005 (x2278)
CALL 911
910-271-0994 910-892-1755
CALL 911
6) Fire Department CALL 911
7) Hospital- Pender Memorial
8) Wallace Urgent Care
9) Poison Information-MSDS
10) Highway Patrol
910-259-5451
910-285-0333
800-451-8346
CALL 911
Location of main electrical shut off: At generator shed - labeled "Main Breaker"
Location of main gas shut off: Three tanks are located at the top ends of the barns near the feed bins
Electric Company: Four County Electric Membership Phone # : [phone]
Account/Meter # : 200745

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
/ Liquid Systems
• Accumulation of solids 4r Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
CYRemove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids 0/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 G11/ Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage D Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
D Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed ❑ Reduce moisture accumulation within and around
residues 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)
❑ 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
❑ 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 handling • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
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
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
C3' Vegetative or wooded buffers
Cir Recommended best management practices
1 Good judgment and common sense
Site Specific Practices
Animal body
surfaces
• Dirty manure -covered CDry floors
animals
Floor surfaces
• Wet manure -covered floors C9" Slotted floors
0( Waterers located over slotted floors
1 Feeders at high end of solid floors
Ci Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine E7 Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape
decomposition O Underfloor ventilation
Ventilation exhaust • Volatile gases
fans • Dust
fr Fan maintenance
a Efficient air movement
Indoor surfaces • Dust
Ca Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
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
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
❑ Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank
filling and drawdown
❑ Sump tank covers
Outside drain •
collection or junction
boxes
Agitation during wastewater
conveyance
O Box covers
End of drainpipes
at lagoon
• Agitation during wastewater
conveyance
❑ Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
CT -Proper lagoon liquid capacity
O7Correct lagoon startup procedures
0 Minimum surface area -to -volume ratio
Er Minimum agitation when pumping
O Mechanical aeration
0 Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
Ci"'Irrigate on dry days with little or no wind
E' Minimum recommended operating pressure
L/Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
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
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Site Specific Practices
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,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
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 • Carcass decomposition
pits
0 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
Er" Grade and landscape such that water drains away
from facilities
Manure tracked onto
public roads from
farm access
• Poorly maintained access
roads
Farm access road maintenance
AMOC - November 11, 1996, page 3

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
AMOC - November 11, 1996, page 4
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

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.
P imary Secondary Routine Mortality
n 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.
n n Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
nRendering at a rendering plant licensed under G.S. 106-168.7.
n n Complete incineration according to 02 NCAC 52C .0102.
n n 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.
n n 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).
n n Any method which, in the professional opinion of the State Veterinarian', would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
nMass 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.
gnature of of Farm Owner/Manager
Date
.z —76--/9
Signature of Technical Specialist
Date

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The'routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
M00202041513

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
M00202041514
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in ther amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4 M00202041515

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
'summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5
M00202041516 I

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that. liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would you? lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
6
M00202041517
1

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7
M00202041518

erator:
Ceunfy: ==
T'
Date:
Dist.to nearest residence (other than owner):
sows (farrow to finish) : = = =
sows (farrow to feeder): eder): --
head (finishing only):---' —
sows (farrow to wean):
head (wean to feeder):
Ave. Live Weight for other operations(Ibs.)=
Storage volume for sludge accum. (cu. ft):=::.
Treatment Volume (min. 1 cu. ft../lb.)
25 Year — 24 Hour Rainfall (in.)
Rainfall in excess of evaporation (in.)
Drainage area of buildings & lots (sq. ft.)=::.
Volume of wash water (gallons/day) —
Temporary storage period (days)
Freeboard (ft.).
Side slopes Onside lagoon):
Inside top length (ft).
Inside top width (ft.):
Top of dike elevation (ft.):--
Bottom of lagoon elevation (ft):
Seasonal high water tabre(SHvv r t eiev.(ft):—
Total required volume:
=421 SOV! 1RM #1 (Wor-P)
FENDER
06/04/96
Actual design volume:
Stop pumping el.( • or = to
(::. or = to
Required minimum treatment volume:
Volume at stop pumping elevation:
Start pumping elev.:
Volume at start pumping elevation:
Actual volume less 25yr-24hr rain:
NOTE: Verity that tamp. storage Is adequate:
Req. volume to be pumped:====
Actual volume to be pumped:==
ft.
0
0
1000
3700
500
0
7.0
0.0
0.0
180
(170
3.0 : 1
560.0
600.0
101.4
91.4
97.5
= 2585975 cu. ft. **TOTAL VOL O.K.**
= 2691468 cu. ft. 104.08%
97.5 ft.SHWT)> 97.6
97.4 ft.Min.)
1752100 cu. ft. **TRMT. VOL O.K**
1796793 cu. ft. 102.55%
99.6
25 Yr. Storm Storage:
Required =
Actual =
2430405 cu. ft.
2481468 cu. ft.
623875 cu. ft.
633612 cu.ft.
210000 cu.ft.
261063 cu.ft.
**TEMP. VOL O.K **
101.56%
**STORM STOR. O.K**
124.32%
M00202171011

eratora421 SOW FARM ill Coun'tya GENDER Datea 06/06/96
stance to nearest residence (other than owner) 11
feet
AVERAGE LIVE WEIGHT (AL_W)
0 sows (farrow to finish) x 1.417 lb<s. _.. 0 lbs
(farrow to feeder) x 522 lbs._= 0 lbs
1000 head (finishing only) x 1.35 Lb=_;.. 135000 :lb`'
3700 sows (farrow to wean) x 433 lbs. 1602100 lb5
500 head (wean to feeder) x 30 Lbs. E5000 :Lbs
Describe other a 0
Total Average L:i.v? Weight =_ :1752100 lbs
MINIMUM REOUIRE:D TREATMENT VOLUME OF Lnodo I
Volume = 1752100 l.bs. ALW x Treatment Voluite(CF)/lb. inLW
Treatment Volume (CF) /1b. AL_W
Volume = :1.752100 cubic 'Feet
£7C3FiAGP_ VOLUME FOR SLUDGE ACCIJIIIJI_A'T':L01+I j\.,).-
Volume = 0.0 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)----------'
Side slopes (inside 1. <•agoan
Y.
Total design volume using pr:Lsmoi.da:l formula
SS/END1 SS/END2 SS/SI.DE1 S >/S1DI; 2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 554.0 594.0 9.0
AREA OF T01!
LENGTH x WIDTH =
554.0 594.0
AREA OF BOTTOM
LEI`IOTI-I .• WIDTI-I
500.0 540.0
AREA OF MIDSECTION
LENGTH as WIDTH'7r.
7 52 . 0 567.0
4
560.0
600.0
:L01.4
91.4
1.0
3.0 . 1
32907E (AREA OF TOP) /i
270000 (AREA OF BOTTOM)
1195236 (AREA OF MIDSECTION de 4)
CU. FT. = £AREA TOP •+• (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
329076.0 ****Xdi*7cx 270000„0 1.5
Total Designed Volume Available = 2691468 CU. FT.
M00202171012

TEMPORARY STORAGE REQUIRED
DRAINAGE AREAr.
Lagoon (top of dike)
Length x- Width :-:
560.0 600.0 ::3:36000„0 square feet
Buildings (roof and lot water)
0.0 square 'feet. Describes this area.
TOTAL DA 336000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 1b. AL.W 1.37
Volume = 1752100 lbs. fll_W/135 lbs. ALW. 'x. 1.37 gal/day 180 days
Volume _. 3200503 gals. or 427874„7 cubic feet
I3.. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a 'flush system. Flush systems that recirculate
tl'the1<�lagoonwater areareaccountedraunted for :in `.. ,31.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume _= 0.0 cubic feet
iC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by .largest amount,.
:1.80 days excess rainfall 7.0 inches
Volume = 7.0 in X DA / 12 inches per foot
Volume = 196000.0 cubic feet
MO0202171013

Volume of 25 year - 24 hour storm
Volume ::- 7.5 inches / :1.2 inches per foot DA
Volume __ 210000.0 cubic feet
TOTAL.. REQUIRED TEMPORARY STORAGE
;SA„ 427875 cubic feet
D.. 0 cubic feet
5C„ 196000 cubic feet
5D.. 2:10000 cubic feet
TOTAL 833875 cubic feet
SUMMARY
Temporary storage period-===.=_------------'
> 180 days
�s� 7.0 inches
Rainfall in excess of evaporation= -___:_°°°:°°--__._::>
--- - > 7. 5 inches
25 year -- 24 hour ray.,,fa7.].===------__=--'-_ -� _ -._,
1.0 feet
__.______.-.-.___._._..._,_ ___::> 560.0 feet:
inside top 7.gang'l-1,:::--::_,:_.__-�.:_.__..---._-_..-----••--- �
---...._......,__....-> 600. 0 'feet
inside top w7.dth::-::�•:: _•::__ _:__•::.-�.:�-_:_:::::-=----...._......._..
Top of dike elevation::===_______:=____ _"__ ______> 101.4 feet
Bottom of lagoon elevati.cn,===-:_-_ ___::,:_:_ _::::-:> 91.4 feet
Total required volume?:=-::_:-_°°: "___ ________ __::: -'_ -> 258:5975 cu. ft..
-•-____.•___..___..___._........_::> 2691468 cu. ft.
Actual design volume==--=_�__°_°'='=--------------...____. _..__
Seasonal high watertable elevation (SWW'T)::===_:> 97.5 feet
Stop pumping elev..:-_:-:__:._::_:_:__:::-� _:_,__ :: :::._> 97.6 feet
Must be > or = to the SHWT elev.:: _:____===> 97.5 feet
Must: be > or = to min. req. treatment el..=::> 97..4 feet
Required minimum treatment volume===========> 1752100 cu. It.
Volume at stop pumping elevation ==:::-:_:-:_:=°' _:°:r.> 1796793 cu. 'ft.
Start pumping elev.::==_ _:__::: ________::-:::::_ _:_> 99.6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. 'rainfall=:=> 2481468 cu. It:.
Volume at start pumping elevation:= -- -> 2430405 cu. ft.
Required volume to be pumped================> 623875 cu. ft. *
Actual volume planned to be- pumped==========> 63361.2 cu., ft. x.
soil liner when required===> 1.5 'feet ,pNu°n°°°°°
I1in, thickness of T 0 CARpI%N.
7. DESIGNED BY: APPROVED BY Q•y( `lam O�ESSisc4 it .10 '
DATE2 DATE: 440to\ '� SEAL
14985 R-
a \ $
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 'r.! M,.,,•?...ck_s"`
`d�..`' nL TU ,Y`s.
COMMENTS: t q�.tJ0--, l ltetar 1�iL i 4gE.`±'Fates (ov ;a15 0
j4
M00202171014

er<:t't:,r,.421 SOWfrlC (NCA County PI::NDER Date: 03/21/96
stance to nearest residence (other than ownerr) u 0.0 feet
AVERAGE LIVE WEIGHT (AL_W)
0 sows (farrow tc, finish) x 1.4:1.7 :I.hs.. 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
1000 head (finishing only) x 1.35 lbs. 135000 lbs
3700 sows (farrow tc, wean) x 433 lbs. 1602100 .lI:,s
500 head (wean to feeder) x 30 lbs. :L5000 lbs
Describe other 0
Total. Average Live Wight = 17521.00 lbs
''I:I:N]:'ILJrI RIE:o1J:I:RI::D TREATMENT VO1._UP11E OF LAGOON
Volume =- 1.752100 lbs. AL_W x Treatment Volume(CF)/lb„ AL.W
Treatment Volume (CF) /1b. AI_W == 1 CF/lb. AI_W
Volume ::- 1752.:100 cubic feet
STORAGE VOLt.1P'II::: FOR SL..(.UI)(3F: ACCUMUl_AT:I:ON
Volume ::- 0.0 cubic fee(
1OTAI._ DESIGNED VO1._LJl`IE
Inside top length (feet).._..__....._.._....__ ...............__.. __ ...._....._.._- 650.0
inside top width (feat.)....._.._.._.._.._.._..-----....__.._.._ .._..__-_.._,_. 520.0
Top of dike elevation (feet)-..___..._._.__....__...__..__....._..— 1.02.9
Bottom of lagoon elevation (feet)------------ '7r''.S
Fr(feeet)_.._____...._.._..___.._........._.........._..............._._.._.._..............._._.. (—.)
Sicle slopes (inside lagoon)------------------ 3.0 g I.
Total design volume using pr:ismo:idal formula
sS/EI+ID:I. SS/E:NDr SS/:ii:I:Df:1 SS/S:UJEE LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 644.0 514.0 9.0
AREA OF TOFF
LENGTH ,o- WIDT-I =
644.0 514.0
AREA OF BOTTOM
LENGTH .* WIDTH -:
590.0 460.0
AREA OF MIDSECTION
I_EINIOTI- * WIDTH * 4
61.7.0 487,.0
331016 (AREA OF TOP) } f q
271400 (AREA OF BOTTOM)
1201916 (AREA OF MIDSECTION .3 4)
CU. FT. = L-AREA TOP + (4,*ARFA MIDSECTION) + AREA BOTTOM:
331016.0 *-x..x..,cacX*aeuc B71.400.O
rt
M00801050067
DEPTH/6
:L.5
Total Designed Volume Available 2706498 CU. FT.

TEMPORARY ARRY STORAGE REQUIRED
DRAINAGE AREA::
Lagoon (top of dike)
Length ( Width
650. (%) 520.0 338000.0 sclt.tare feat(:
Xiui.lclings (roof and lot water)
0.0 square feet Describe th:i.s area.
TOTAL_ 0A 338000.0 square feet
Design temporary storage period to he 180 days.
Volume of waste produced
Feces & urine production in gal../day per 135 lb. AL..W 1..37
Volume = 1.752100 lbs. ALL!/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 3200503 gals. or 427874.7 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the :lagoon water are accounted for in 5A.
Volume 0„0 gallons/day re 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume
Volume
7.0 in * DA / 12 inches per foot
197166.7 cubic feet
M00801050068

/
" Volume of P5 year - P4 hour storm
Volume = 7"5 inches / 12 inches pep foot * DA
Volume = 211250"0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A" 427875 cubic feet
5B. 0 cubic feet
5C" 197167 cubic feet
5D" 211250 cubic feet
TOTAL 836291 cubic feet
SUMMARY
�
Temporary storage period -------------------- > 180 days ^ _//
Rainfall in excess of evaporation=���=��==�-� 7 ° ��nches//Y `�
ps vp�r - �� �".., ~`���,/`-.^--,-------- . � � /��,w/
~, ,^,� .. ..,"' ."^...n��.^-~^---~=========/ /.� �nc�es
1"0 feet;
Side 3"0 : 1
Inside top 650.0 feet
Inside top 520"0 feet
Top of dike 102.9.feet
Bottom of lagoon elevation===F===--=========} 92,9 feet
Total required 2588391 cu. ft.
Actual design volume=```======-=--> 2706498 cu. ft"
Seasonal high watertable elevation (GHWT)­=> 99.1 feet
Stop pumping elev,�=���==��-��������=�-�����> 99.1 feet
' *
Must be > or = to the SHWT elev"=­=m===-=> 99"1 fssL
Must be > or = to min. req" treatment el"=> 98"9 feet
Required minimum treatment 1752100 ce. ft.
Volume at stop pumping elevation====-=======> 1806626 cu" ft.
Start pumping 101"1 feet *
Must be at bottom of freeboard 8 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rajnfall­> 2495248 cu. ft"
Volume at start pumping elevation-=======.=> 2443902 cu. ft"
Required volume to be pemped­­===========> 625041 cu. ft *
Actual volume planned to be pumped==��==-===> 637276 �/4��
Min" thickness of soil liner when requjred��> ^ 1"
, SS,
x�n^�r�
DESIGNED BY: uPonnoro nv-/~/~ �(�N{/�_ ���//^��� �
�.���~,^~ ,.' ~` ~� ^
. , '^ ~
y ~
�SEAL
DATE: DATE:"��^*Y/9/"
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
"'*/*yo/,
COMMENTS:
*
*
M00001050088

l PROJECT: 421 SOW FARM SITE #2
(FILE: ST-VL-CK.1M(3)
AEP NO.:
SHEET:
1
DESIGNED 6Y: J DIBONA
DATE:
03/21 J96
CHECKED BY:
DATE:
LOCATION j DESCRIPTION:
BTAGF
— AREA — V(11 VOLUME MODE
L LLYn-i iv/vl
fll tt. Ai
tNv11. Well
CU VIUL.. VOL.
92.9
271,105
93.0
271,752
27,143
27,143
94.0
278,266
275,009
302,152
95.0
284,848
281,557
583,709
96.0
291,498
288,173
871,882
97.0
298,217
294,858
1,166, 739
98.0
305,005
301,611
1,468,350
99.0
311;861 ,'
(73 )50) a.
308,433
1,776,783
100.0
318,786
I
315,324
2,092,107
101 n
325. 7R11
F„
3222
9 414 390
102.0
332,842
329,311
2,743,701
102.9
339,257
302,445
3,046,145
END PUMP ====>
FT
CUFT
99.10
11,808,316
START PUMP = = =
101.10
Fr
2,447,321
CU FT
FREEBOARD = = = :
- 101 .aan
FT
2,7 0,77 0
CU FT
MO0801050070