310312_Application_20240306

ROY COOPER
Governor
ELIZABETH S.BISER �`
.SSE Quam vn°..
Secretary ��.,1 t�•,�=
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024
John Hardison MAR 4 6 2024
John Hardison Jr
416 High School Rd ��DEq/�
Teachey,NC 28464 WR
Central C?ffr*~e
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, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for Permit coverage to the Division of Water Resources(DWR)b� April 3 2024
Enclosed �ou will find a 'Request for Certificate of Coverage for Facilit�' Currently Covered b� an Expirin, State
Non-Discharge General Permit."The application form must be completed signed by the Permittee and returned to the DWR b\
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations<adeq.nc.gov
phone:[phone]
Please note that �ou must include one (1) cop% of the Certified Animal Waste Manaaement Plan (CAWMP) with the
completed and sinned application form. A list of items included in the CAWMP can be found on page 2 of the renewal
awlication 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.eov/animalpermits2024.General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facilit` Currently Covered by an Expiring State Non-Discharge
General Permit
North Carolina Department ofEuviraumsutal Quality Dirisian ofWAterRe owcts
—D L .;12`north 5-elishurs Street 163611di service Center Ra1d;h NorthCarolina 2"d9}1636

C -
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310312
2. Facility Name: John Hardison Jr
3. Permittee's Name(same as on the Waste Management Plan): John Hardison
4. Permittee's Mailing Address: 416 Hieh School Rd
City: Teachev State: NC Zip: 28464
Telephone Number: 910-285-3472 Ext. E-mail: duplinjohnny(a-)embaramail.com
5. Facility's Physical Address: 416 High School Rd
City: Teachev State: NC Zip: 28464
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphv-Brown LLC
10. Operator Name(OIC): John C.Hardison Jr. Phone No.: OIC 4: 18057
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 2,600
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/1/1994 188,591.00 27,500.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bN 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 MRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): Title: _o t-
Signature: Date: 0����
Name(Print): Title: _
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
10-26-2001
This plan has been prepared for: This plan has been developed by:
JOIN HARDISONJR FARM Billy W Houston
John C Hardison Jr Duplin Soil& Water
416 High School Rd PO Box 219
Teachey, NC 28464 Kenansville, NC 28349
910-285-3472 910-296-2120
Develo er Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
C
Signature(owner) Date
Signature(manager or producer)- Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
.adopted by the Soil and Water Conservation Commission.
Plan Approved By: r ? l!A/ ns� f 0 ? (> 6j
Technical Specialist Signature Date
154539 Database Version 1.08 Date Printed: 10-26-2001 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a
2,600 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 1144
Incorporated 1965
Iniected 2165
Irrigated 1244
Actual PAN Applied
Year 2 3242
Year 1 3474
Notes:
In source ID,S means standard source,U means user defined source.
154539 Database Version 1.08 Date Printed: 10-26-2001 Source Page l

4
Narrative
THIS WUP IS WRITTEN BASED ON A WETTED ACRES FOOTPRINT DONE BY STAR
MAREADY
154539 Database Version 1.0 Date Printed: 10-26-2001 Narrative Page 1

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The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
2891 A Rains 0.40 0.96
2891 B Rains 0.40 0.96
2891 C Rains 0.40 0.96
2891 D Rains 0.40 0.96
r2891 E Rains 0.40 0.96
2891 F Pantego 0.45 1.00
2891 G Pantego 0.45 1.00
2891 IH Pantego 0.45 1.00
2891 11 Pantego 0.45 1.00
154539 Database Version 1.08 Date Printed: I0-26-2001 OF Page l

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high,application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not
be used for sludge application. Ifthis is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 1 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 1501 13.16 i 6.621 13.24 J 19.85
Hay 6 ton R.Y.E. 3001 26.321 3.31 F 6.621 9.93
Soybean 40 bu 1601 14.041 6.201 12.411 18.61
154539 Database Version 1.08 Date Printed: 10-26-2001 Sludge Page 1

r
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days ofnet storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
. Available Waste Storage Ca acit�
Source Name Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 10/1 180
Plan Year Month Available Storage Capacity(Days)
I 1 107
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 149
1 8 118
1 9 178
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
.2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
*Available Storage Capacity is calculated as of the end of each month.
154539 Database Version 1.08 Date Printed: 10-26-2001 Capacity Page I

Required Specifications For Animal Waste Management
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 that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply.the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
I Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications 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 eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips). .
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
154539 Database Version 1.08 Date Printed: 10-26-2001 Specification Page 1

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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste 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 canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
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 not to reach other property and
public right-of-ways.
154539 Database Version 1.08 Date Printed: 10-26-2001 Specification Page 2

art r
• t i
[ 1
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
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
pre-plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
154539 Database Version 1.08 Date Printed: 10-26-2001 Specification Page 3

M
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 nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
154539 Database Version 1.08 Date Printed: 10-26-2001 Specification Page 4

Crop Notes
The following crop note applies to field(s): F, G, H,I
Corn CP, Organic Soils
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies,to select a high yielding
variety with the characteristics needed for your area and conditions.Plant 1-2"deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10%when planting no-till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool,wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter.The rest of the N should be applied about 30-40 days after emergence. The
total amount of N is dependent on soil type. When including a starter in the fertilizer program,the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s):A,,B, C, D, E
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2"deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10%when planting no-till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool,wet soil, banded phosphorus will be more available to the young plants.An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The
total amount of N is dependent on soil type. When including a starter in the fertilizer program,the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): F, G,K I
154539 Database Version 1.0 Date Printed: 10-26-2001 Crop Note Page I

Y° a
t
Wheat:Coastal Plain,Organic Soils
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU"Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting no-till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety"green
book"and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 301bs/acre N at planting. Phosphorus and potash
recommended by a soil test report can also be applied at this time. The remaining N should be applied
during the months of February-March. The total N is dependent on the soil type. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of
diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s):A, B, C,D,E
Wheat: Coastal Plain, Mineral Soil, low-leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU"Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting no-till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety"green
book"and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 301bs/acre N at planting. Phosphorus and potash
recommended by a soil test can also be applied at this time. The remaining N should be applied during the
months of February-March. The total N is dependent on the soil type. Plant samples can be analyzed
during the growing season to monitor the nutrient status of the wheat. Timely management of diseases,
insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): F, G,H, I
Double-Crop Soybeans, Coastal Plain: Organic Soils
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations.Review the NCSU Official Variety "green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8"drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows and 8-10
seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth
should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. For soils such as-------phosphorus should be applied at
planting as phosphorus will leach from these soils. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen.However, applications of 20-301bs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
154539 Database Version 1.0 Date Printed: 10-26-2001 Crop Note Page 2

i
The following crop note applies to field(s):A, B,C,D, E
Double-Crop Soybeans,, Coastal Plain:Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review.the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8"drills; 4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows and 8-10
seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth
should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
154539 Database Version 1.0 Date Printed: 10-26-2001 Crop Note Page 3

W� r
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This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is leaking, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious-damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Farms: 800-311-9458 or 910-289-6439 (See Land&Nutrient Management
phone list attached)
Department of Environmental Management(DEM) Regional Office:
Lcit6) 39., 3 joO
DEM after hours emergency: 919-733-3942
Local Emergency Management System
Local Natural Resource Conservation Service:
Local Cooperative Extension Service:
Local Soil and Water Conservation District:
Local dirt-moving/heavy equipment companies:
Name Phone#
1.
2.
3.
Local contract pumping/'irrigation equipment companies:
Name Phone#
1.
2.
3.
Step (4) Implement procedures as advised by MFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See MFF Environmental Emergency Procedures Flowchart attached
Note 2: See pages 89-91 of the Certification Training Manual for more details.

Land&Nutrient Management Certification Manual
rServiceperson
mergenc
ENVIRONMENTAL occurss r quali
ter qualit
EMERGENCY
PROCEDURESIT
son
Lagoon level has
Lagoon dike has suddently dropped Irrigation/flush systems
breached/broken out without irrigating. malfunctioned creating
a significant leak.
an a temporary di 1 an you identi No �N-f�e you capable if no
be built to stop the Construct the discharge stopping source o
discharge? temporary outlet? g flow?
dike. Z.
Yes
No Yes
Obtain
Take action Attempt to an repairs be 'es materials
es contain made by farm and make
Take measures n you stop th to stop
the discharge Yes necessary to e? discharge! effluent on personnel. necessary
ffluent be contained o contain spill. g property. repairs.
property?
No
No
To Call LNM& Contact LNM
Heavy Equipment, personnel and
personnel,service Pyramid
Contact personnel in: person and Manager.
•Land&Nutrient Mngt production
•Heavy Equipment manager.
••Pyramid oManager
Monitor situation
until help arrives.
Inmcert_doc:03f29/96 b4 ©MURPHY FAMILY FARMS

Land do Nutrient Management Certification Manual
T
LNM personnel assess
options and call DEM.
helicopter need ' Contact LNM to
o assess con tainmen Yes dispatch helicopter
options? (available within 30
minutes).
No
LNM and Heavy
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
n nccxLdoc.03129/96 65 OMURPHY FAMILY FARMS

PRONE LIST
LAND & NUTRIENT MANAGEMENT TEAM
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Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
D a 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.
a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
URendering at a rendering plant licensed under G.S. 106-16&7.
JAIa Gomplete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinioni.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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers-of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be-done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

-perator :DONNIE HARDISON County: DUPLIN Date : 05/19/94
istance to nearest residence (other than owner ) : 2100 . 0 feet
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
2640 head (wean to feeder ) x 30 lbs . = 79200 lbs
Describe other 0
Total Average Live Weight = 79200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 79200 lbs . ALW x Treatment Volume (CF) / lb . ALW
Treatment Volume(CF) /lb . ALW = 1 CF/lb . ALW
Volume = 79200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39600 . 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length ( feet )--------------------- 220 . 0
Inside top width ( feet )---------------------- 125 . 0
Top of dike elevation ( feet )----------------- 103 . 5
Bottom of lagoon elevation ( feet )------------ 89. 5
Freeboard (feet )----------------------------- 1 . 0
Side slopes ( inside lagoon)------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 214 . 0 119 . 0 13 . 0
AREA OF TOP
LENGTH * WIDTH =
214. 0 119 . 0 25466 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
136. 0 41 . 0 5576 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
175 . 0 80 . 0 56000 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25466 . 0 56000 . 0 5576 . 0 2. 2
Total Designed Volume Available = 188591 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
220 . 0 125 . 0 27500 . 0 square feet
Buildings (roof and lot water )
0 . 0 square feet Describe this area .
TOTAL DA 27500 . 0 square feet
Design temporary storage period to be 180 days .
4. Volume of waste produced
Feces & urine production in gal . /day per 135 lb . ALW 1 . 37
Volume = 79200 lbs . ALW/135 lbs . ALW * 1 . 37 gal /day 180 days
Volume = 144672 gals . or 19341 . 2 cubic feet
3. 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 * 180 days storage/7 . 48 gallons
Per GF
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 = 7 . 0 in * DA / 12 inches per foot
Volume = 16041 . 7 cubic feet

a
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 17187 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19341 cubic feet
5B. 0 cubic feet
5C, 16042 cubic feet
5D. 17188 cubic feet
TOTAL 52570 cubic feet
SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1 . 0 feet
Side slopes=________________________________> 3 . 0 . 1
Inside top length___________________________> 220 . 0 feet
Inside top width____________________________> 125 . 0 feet
Top of dike elevation_______________________> 103 . 5 feet
Bottom of lagoon elevation__________________> 89 . 5 feet
Total required volume_______________________> 171370 cu. ft .
Actual design volume________________________> 188591 cu. ft .
Seasonal high watertable elevation (SHWT)===> 97 . 5 feet
Stop pumping elev. __________________________> 99 . 6 feet
Must be > or = to the SHWT elev. ====______> 97 . 5 feet
Must be > or = to min. req. treatment el . => 95 . 5 feet
Required minimum treatment volume=====______> 118800 cu. ft .
Volume at stop pumping elevation=====_______> 122849 cu. ft .
Start pumping elev. _________________________> 101. 4 feet
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfall==> 171404 cu. ft .
Volume at start pumping elevation=====______> 161771 cu. ft .
Required volume to be pumped________________> 35383 cu. ft .
Actual volume planned to be pumped=====_____> 38923 cu. ft .
Min. thickness of soil liner when required==> 2 . 0 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

OPF- `.T I ON AND MAINTENANCE PLAN,
SHEET 1 OF 2
--- --------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage . The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions , weather , flushing operations , and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for :
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year , but excess
rainfall will vary from year to year . The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe( s ) from
building ( s ) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit , such as
weather , soils , crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot , guns , and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops .
The following items are to be carried out :
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors 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 101 . 4 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 99. 6 . This temporary
storage, less 25 yr- 24 hr storm, contains 35383 cubic feet or
264664 gallons .

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees , logs , stumps , roots , brush, boulders , sod and rubbish.
Satisfactory disposition will be made of all debris . The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas . After stripping , the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines ,
grades , and elevations shown on the plans . Earthfill material shall
be free 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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations . Construction of fill heights shall include 5 percent for
settlement . Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the 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 2 . 0 ft .
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material ( ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS .

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate . Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner . The moisture content of the liner
material shall not be less than optimum water content during placement .
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material . When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift .'
The single most important factor affecting the overall compacted perme-
ability of a clay liner , other than the type of clay used for the
liner , is the efficient construction processing of the compacted liner .
The sequence of equipment use and the routing of equipment in an estab-
lished 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 construction specifications 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 tile drains are encountered, the -tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike . The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

L y
SEEDING SPECIFICATI(ji-iS
----------------------
AREA TO BE SEEDED: 1 . 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)
60 . 0 LBS . 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
0 . 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS . /ACRE
(SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES : APRIL 1 TO JULY 31
10 . 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:
1000 . 0 LBS. OF 10-10-10 FE,RTILIZER ( 1000 LBS . /ACRE)
2. 0 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
100 . 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 BAHIAGPASS 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.