310070_Application_20240313

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ROY COOPER "
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Governor �.� RECEIVED
ELIZABETH S.BISER r •
Secretory
RICHARD E.ROGERS,JR. NORTH CAROLINA MAR 13 2024
Director Environmental Quality
February 12,2024 NC DEQ/DWR
Ironside Investment Management LLC
Wendy#1&2 Central Office
PO Box 1139
Wallace,NC 28466-1139
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)by April 3.2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed signed by the Permittee and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 276991636
Email:animal.operationsOdeq.ne.gov
phone:[phone]
Please note that you must include one (1) cony 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 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.dea.nc.gov/animalneimits2024.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: Reo uest for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North CerofinsDeyrrtmtutofEneironmeutilQuality Divisionof%ttrRtsources
_�E }, 512 North Salisbury 5trtet 1636 afail5ervict Ctuttr Rtltiah,North Ctrollnl216W1dU

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 insist be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310070
2. Facility Name: Wendy#1 &2
3. Permittee's Name(same as on the Waste Management Plan): Ironside investment Management LLC
4. Permittee's Mailing Address: PO Box 1139
City: Wallace State: NC Zip: 28466-1139
Telephone Number: 910-285-1005 Ext. E-mail: n
Lt'i,GoYh
5. Facility's Physical Address: 665 Isham Frederick Rd a W l.ai Yyrl�ka v✓�rCt,
City: Maenolia State: NC Zip: 28453
6. County where Facility is located: polin
7. Farm Manager's Name(if different fi•om Landowner): 1—bintetr��o�v� ��st�`� (4 to i✓✓
8, Farm Manager's telephone number(include area code): 910-285-1357 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10, Operator Name(OTC): Terry G.Caner Phone No.: 910-590-5761 OIC#: 992215
11, Lessee's Name(if there is not a Lessee,write"None"): Kovte,
12, Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 10,400
Operation Types:
Swine Cattle Dry Poultry OtherTvpes
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)
WENDY 1+2 Lagoon r��3 Full,clay 581,094.00 87,025.00 19.90
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),sinned 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
G.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 143-215.6B, any person who knowingly makes any false
statement, representation,or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): Title: r &6,IWM�
Signature: Date:
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

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Nutrient Management Plan For Animal Waste Utilization
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06-17-Zoos
This plan has been prepared for: This plan has been developed by:
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Wendy 1-2 COC#AWS310070 AJLINTON
DMFarms of Rose Hill LLC-- MURPHYFAMILY VENTURES
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PO Box 1139 PO BOX 1139 1.
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Wallace, NC 28466 WALLACE,NC 28466
910-285-1005 910-285-1005
Devel per Signature
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Type of Plan: Nitrogen Only with Manure Only
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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.
Signature(owner) Date
a.
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.
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Plan Approved By:
Technical pecialist Signature Date
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518438 Database Version 3.1 Date Printed: 06-17-2008 Cover Page 1
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Nutrients applied in accordance with this plan will be supplied from the following E
source(s):
Commercial Fertilizer is not included in this plan.
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S5 Swine Nursery Lagoon Liquid waste generated 1,986,400 gals/year by a 10,400 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days. `
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Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 4575
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Incorporated 7857 .
Injected 8653
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Irrigated 4973
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons) !_
Year 1 4,973 6996 -2,023 2,530,385 -543,985 a
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Note: In source ID,S means standard source,U means user defined source. :
t *Max.Available PAID is calculated on the basis of the actual application method(s)identified in the plan for this source.
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518438 Database Version 3.1 Date Printed: 06-17-2008 Source Page Page 1 of 1 is
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The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates "
{ are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available. F
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Planned Crops Summary
Total Useable Leaching s
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
89 A 1-3 7.90 7.90 N/A Blanton Small Grain Overseed I 1.0 Tolls
Hybrid Bermudagrass Hay 4.5 Tons
89 REEL 1 2.50 2.50 NIA Blanton Small Grain Overseed 1.0 Tons r
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Hybrid Bermudagrass Hay 4.5 Tons
89 REEL 2 2.70 2.70 N/A Blanton Small Grain Overseed 1.0 Tons
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Hybrid Bermudagrass Hay 4.5 Tons
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89 REEL 3 3.20 3.20 N/A Blanton Small Grain Overseed 1.0 Tons
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Hybrid Bermudagrass Hay 4.5 Tons
90 A 4a-4b 4.50 4.50 N/A Blanton Small Grain Ovenmed 1.0 Tons
Hybrid Bermudagrass Hay 4.5 Tons
90 REEL 4A 3.10 3.10 N/A Blanton Small Grain Overseed 1.0 Tows r
Hybrid Bermudagrass Hay 4.5 Tons r
90 REEL 4B 2.50 2.50 N/A Blanton ISmail Grain Overseed 1.0 Tons
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Hybrid Bermudagrass Hay 4.5 Tons k
PLAN TOTALS: 26.40 26.40
Lf Potential Leachin '
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
_ Moderate potential to contribute to soluble Nutrient Management(590)should be planned. n,
2& nutrient leaching below the root zone.
<=10
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
>10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term G•,
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers '
(391)- �E
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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.
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Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
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89 A 1-3 Blanton 0.75 1.0
89 REEL I Blanton 0.75 1.0
89 REEL 2 Blanton 0.75 1.0
89 REEL 3 Blanton 0.75 1.0 ;>
90 A 4a-4b Blanton 0.75 1.0
90 REEL 4A Blanton 0.75 1.0 is
90 REEL 4B Blanton 0.75 1.0 j
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518438 Database Version 3.1 Date Printed 6/17/2008 IAF Page Page 1 0£1 i
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NOTE: Symbol*means user entered data.

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The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the 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. P
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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 roust be carefully applied.
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Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for P
sludge application. If this 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, a
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. i
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Lagoon Sludge Nitrogen Utilization Table
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Maximum Maximum Sludge 1
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.16 26.47 52.94 79.41
Hay 6 ton R.Y.E. 26.32 13.24 26.47 39.71
300 i
Soybean 40 bu 160 14.04 24.82 49.63 74.45
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The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net 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-acity £
Source Name I Swine NurerY Lagoon Liquid Design Storage Capacity(Days)
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Start Date 9/1 180 I
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Plan Year Month Available Storage Capacity(Days)
I 1 45
1 2 52
1 3 94
1 4 102
1 5 109
I 6 154
1 7 180
1 8 180
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1 9 180
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1 10 153
_ 1 11 127 a€
1 12 100
*Available Storage Capacity is calculated as of the end of each month. #f
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518438 Database Version 3.1 Date Printed: 06-17-2008 Capacity Page Page I of 1
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,. Required Specifications For Animal Waste Management
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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. r
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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
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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
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operation,increase in the number of animals,method of application, receiving
crop type, or available land.
3. 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, B
climatic conditions, and Ievel 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).
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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 ,P
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).
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. i
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518438 Database Version 3.1 Date Printed:6/17/2008 Specification Page 1
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8. Animal waste shall not be applied to saturated sails, 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.
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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
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to planting of the crop or forages breaking dormancy.
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11. Any new swine facility sited on or after October 1, 1995 shall comply with the i
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. i
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or k
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
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causes no runoff or drift from the site.
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16. Domestic and industrial waste from washdown facilities,showers, toilets,sinks,
etc., shall not be discharged into the animal waste management system.
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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 g
------------------- --------------- ------------------ ....... ------------------------------- ---------------- ---------- ------------------------ I
518438 Database Version 3.1 Date Printed:6/17/2008 Specification Page 2
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( 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.
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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 Dept 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.
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.
i
Waste application records for all other waste shall be maintained for five(5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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518438 Database Version 3.1 Date Printed;6/17/2008 Specification Page 3
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Facility: Wendy 1-2
Phone Number: 910-285-1005
911 Address: 665 Isham Frederick Rd Magnolia, NC
Directions to Farm: From Magnolia head west on E Main St.toward N Monk St. Turn right
onto N Academy. Continue onto Isham Frederick Rd. Farm will be on the left.
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)
1) Terry Carter 910-590-5761
2) Riley Pickett 910-284-1991
3) John Wesley Hairr 252-526-1446
4)
5)
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 Sow Herd Size
2400 3800 7200 4400
#of sows off feed in 1 day- >10% in one location ( barn, row,or room )
#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%
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)
2)
3)
4)
5)
6)
7)
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) Larry Matthis Jr. 910-271-0996
2) Mike Brown 910-271-2302
3) Ambulance 911
4) Fire Dept 911
5) Police/Sheriff Dept 911
6) (Area) Hospital -Duplin [phone]
7) (Area)Clinic-Dr. Ricci [phone]
8) Poison Control [phone]
9) Highway Patrol [phone]
Location of main electrical shut off: In front of office
Location of main gas shut off: N/A
Electric Company: Four County Phone# : [phone]
Account/Meter#:

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Version--November 26,2028
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option,
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
El 13B.0200.
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Rendering at a rendering plant licensed under G.S. 106-168.7
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Complete incineration according to 02 NCAC 52C .0102,
A composting system approved and permitted by the NC Department of Agriculture&Con- t
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
El NC
the case of dead poultry only, placing in a disposal pit of a size and design approved by the
D NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a 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).
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 Farrrn r/Manager Date
]�
Signature of Technical Specialist Date

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OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. it is especially important to manage E
levels so that you do not have problems during extended rainy and wet periods.
i
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is t
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 1 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 1 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.
it
Thelroutine 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 r
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
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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. l
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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: s
1. separation of joints f
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes jf
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Lagoon surface --look for:
1. undesirable vegetative growth
( 2. floating or lodged debris i
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 t
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.
I`
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 f
threat of a waste discharge, However, a permanent solution should be reviewed by the k
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.
5
le
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 t
following:
1. adequate vegetation
2. diversion capacity s
3. ridge berm height
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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 C 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
tannin irrigation applications and storage. if our lagoon rises excessively, you may
l
planning 9 pp� g Y g Y Y
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Opera#ion .
Startu p:
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 it
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 the, 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 i
activity. Consultation with a technical specialist is recommended if these
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conditions occur for prolonged periods, especially during the warm season.
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Loading: f
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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 �1002020415Zg •
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• 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:
4
• 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 t
requirements and soil moisture so that temporary storage will be maximized for the
;summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
- I
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the 4s
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
j
you are removing sludge.
I.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
F:
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded a
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,
I
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment. E
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
(
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• If animal production is to be terminated, the owner is responsible for obtaining and
i
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
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• 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.
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Lagoon sludge that is removed annually rather than stored long term will: l
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• have more nutrients, F
• have more odor,and
• require more land to properly use the nutrients.
Removal techniques:
t
• Mire a custom applicator.
i
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-
bore sprinkler Irrigation system onto nearby cropland;and soil incorporate.
k
• 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. l
i
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; s
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; maul and spread with manure spreader onto cropland or forageland; and soil 11
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your 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 i.
remains Intact. If you see soil material or the.synthetic liner material being disturbed, you i
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. t
t
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 i
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. I
The application of sludge will increase the amount of odor at'the waste application site. t
Extra precaution should be used to observe the wind direction and other conditions which
1.
could increase the concern of neighbors.
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Possible Causes of Lagoon Failure
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Lagoon failures result in the unplanned discharge of wastewater from the structure. i
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 E
ensuring structure safety. Items which may lead to lagoon failures include: a
• Modification of the lagoon structure--an example is the placement of a pipe in the dam r
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.
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Excess surface water flowing into the lagoon.
F;
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table. t
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
1.
discharge of wastewater and possible dam failure.
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r,rower: Wendy y 1 & 2 Nursery Designed By: KBW
Address: PC Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/23/08
County: Duplin Sheet 1 of 7 k
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ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------------------ 10400 Hd.
Wean to Finish; ---- -------- -- I0 Finishing: ------------------- 0
Farrow to weanling: ----------------- 0
Farrow to feeder: ------------------ 0
Farrow to finish: ------------------- 0
Boars: ------------------ 0
Storage Period: ------------------- 180 Days I
25 Yr.l 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain"Factor 0.0
Rainfall in Excess of Evaporation ------------------- 7.0 In. '
d
Additional Water Usage: ------------------- 0 >>
Additional Drainage Area: ------------------ 0
ii
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------ N r
Does Operator Want Emergency Spillway? (Y/N)------------ N
Was This Design Built Prior to Sept. 1996? (YIN)---------- Y
Is Drain Tile Req'd to Lower SHWT? (YIN)---------- N
` Seasonal High Water Table Elev: -------—---------- 30.90 Ft.
Freeboard: -_-- -_______-M
- 1.0 Ft.
Emergency Spillway Flow Depth: 0
Side Slopes: —--------------- 31 (H:V)
Inside Top Length: 295.0 Ft.
Inside Top Width: 295.0 Ft,
Top of Dike Elevation: ---------------- Depth 35.60 Ft.
Finished Bottom Elevation: —------------- 9.30 Ft. 26.30 Ft.
Start Pump Elevation: _______. ..__. 19.92 In. 33.94 Ft.
Stop Pump Elevation: ---------------- 39.6 In. 32.30 Ft.
LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES %REO'D. .
Storm Stor= 54391 (Cu.Ft.) 54,696 (Cu.Ft.} 100.56%
Temporary= 126957 (Cu.Ft.) 128,457 (Cu.Ft.) 101.18%
Permanent= 312000 (CuXt.) 397,941 (Cu.Ft.) 127.55% i
Total Volume= 493,348 (Cu.Ft.) 581,094 (Cu.Ft.) 117.79%
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Min. Required Liner Thickness ---------------- 1.5 Ft.
Lagoon Surface Area:(Inside TOD) ---------------- 87,025 S.F. i}
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Murphy-Brown,LLC Engineering P.O.Box 866,Warsaw,NC 28398 [phone]

Grower: Wendy 1 & 2 Nursery Designed y: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/23/08
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FTC
26.30 57,217 0
27.00 59,244 40,761 40,761 j
28.00 62,200 60,722 101,483
29.00 65,229 63,715 165,198 i
30.00 68,330 66,780 231,977
31.00 71,503 69,916 301,894
32.00 74,748 73,125 375,019
33.00 78,064 76,406 451,425
34.00 81,453 79,759 531,184
35.00 84,914 83,184 614,367
35.60 87,025 51,582 665,949
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These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 493,348 CF CUMULATIVE VOL. ZONE VOL. 117.79% a
END PUMP = _ _ = 32.30 FT 397,941 CF TKMT 397,941 127.55%
START PUMP = = 33.94 FT 526,398 CF TEMP 128,457 101.18% I
MAX STORAGE = 34.60 FT 581,094 CF STORM 54,696 100.56%
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Murphy-Brown,LLC Engineering P.O. Box 856,Warsaw,NC 26398 [phone]

Grower: Wendy 1 &2 Nursery Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/23/08 !
County: Du'plln Sheet 3 of 7 l
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW " (cu.ft./lb) = Total
Nursery _ 10,400 30 1.00 312,000
Wean to Finish 0 115 1.00 0
Finishing 0 135 1.00 0 l
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 1,417 1.00 0
Boars 0 4001 1.00 0
Total Required Treatment Volume(cu.ft.)= 312,000
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Sludge Storage Volume:
Animal Type Capacity w ALW (cu.ft./lb) Total
Nursery 10,400 30 0.00 0
Wean to Finish 0 115 0.00 0 '
Finishing 0 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 4171 0.00 10 if
Boars 0 400 1 0.000 1 0
Total Required Sludge Storage Volume{cu.ft.}-- 0 I#r
Temporary Storage Volume:
Manure Productlon:
Animal Type Capacity" Sto, Period d./day)=Total
Nursery 10,400 180 0.30 569,920
Wean to Finish 0 180 1.171 fl
Finishing 0 180 1.371 0
Farrow to weanling 0 180 4.39 1 0
Farrow to feeder 0 180 5.30 J 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0 is
Total Manure Production(gals.)= 569,920
Total Manure Production(cu.ft.)= 76,193 u
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Excess Fresh Water: k
Anlmal Type Capacity` Sto. Period d./day)=Total
Nursery 10,400 1801 0.00 0
Wean to Finish 0 180 0.00 0
Finishing 0 180 0.00 0
Farrow to weanling 0 180 0.00 0 i
Farrow to feeder 0 180 0.00 0
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Farrow to finish 0 180 0.00 0 N
f Boars 0 180 0,00 0 f
Total Fresh Water Excess(gals.)= 0 {
Total Fresh Water Excess(cu.ft.)= 0
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Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]
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Grower: Wendy 1 &2 Nursery Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/23/08
County: Duplin Sheet 4 of 7
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Temporary Storage Volume, (Cont.)
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Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area +Additional Drainage Area)* Rainfall/12in./ft
Vol.= (87025 sq.ft. + 0 sq.ft.) * 7 in. /12 In./ft.
Total Required Volume for Rainfall In Excess of Evap.(cu.ft.)= 50,765
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Storm Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*25Y0241-1r. Storm(in)/121ndit.
Vol.= (87025 sq.ft + 0 sq.ft.) * 7.5 in. /12 In./ft.
Total Required Volume for 25Yr./24Hr.Storm Event(cu.ft)= 54,391
"Heavy Rain"Storage:
Vol.=(Lagoon Surf.Area +Addt'I Drainage Area)*"Heavy Rain"Factor(in)/121n./ft.
Vol.= (87025 sq.ft + 0 sq.ft.) * 0.0 in. 112 in./ft. F
Total Required Volume for"Heavy Rain"(cu.ft.)= 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage. t
No Additional Water Storage is Required
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Total Required Storm Storage
(25Yr./24Hr. Storm+'Heavy Rain')= 54,391 (CU.FT) _
Total Required Temporary Storage I
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(Manure Prod. +Excess Fr. Water+ Rainfall Excess+Additional Water Storage)= 126,957 (CURT)
Total Required Permanent Storage
(Treatment+Sludge)= 312,000 (CU.FT)
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TOTAL_REQUIRED VOLUME=493348(CU.FT.) 1s.
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Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NC 26398 [phone] I
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Grower: Wendy 1 &2 Nursery Designed By: KBW f
Address: PO Sox 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/23/08
County: Duplin Sheet 5 of 7
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LAGOON DESIGN SUMMARY
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Top of Dike Elevation ------------------- 35.60 FT. :
Emergency Spillway Crest Elevation ------------------- Not Al Applicable l
Top of 25Yr. /24Hr.Storm Storage ------------------- 34.60 FT. v
Top of"Heavy Rain"Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 33.94 FT.
End Pump Elevation ------------------ 32.30 FT.
Top of Sludge Storage -------------- Not Applicable
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Seasonal High Watertable Elev ------------------- 30.90 FT. IE
Finished Bottom Elevation -- -------- 26.30 FT.
Inside Top Length ------------------- 295.00 FT.
Inside Top Width ------------------- 295.00 FT.
Side Slopes ------------------- 3:1 H:V
Lagoon Surface Area ------------------- 87,025 SF
Min. Liner Thickness(if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------ 180 Days
r` TOTAL DESIGN VOLUME=581094(CU.FT.)
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Zone Depths:
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Treatment/Sludge Storage Zone Depth----------- 6.0 FT.
Temporary Storage Zone Depth ----------- 1.6 FT.
Freeboard/Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 9.3 FT.
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Grower: Wendy 1 &2 Nursery Designed By: KBW
Address: PO Box 1139 Checked By: DSE
Wallace, NC 28466 Date: 05/23/08
Count,,: Duplin Sheet 7 of 7
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This livestock waste treatment lagoon is designed In accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359-WASTE TREATMENT i
LAGOON, revised prior to June, 1996.
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Emergency Spillway.
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An Emergency Spillway is not required.
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NOTE: See attached Waste Utilization Plan ,`0 ;OF sSrpy9•
DESIGNED:
' � .FNG►NEB••��.�
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DATE: S Z Oe _ ��'�.9�/D S
COMMENTS:
This design is serves to update start and stop pump elevations and animal number
correction. The design Is based on the original DM Farms Nursery lagoon design
dated 9/1 011 9 9 3 and signed by John Len��festey. %�,-s Jdc's
*.4e; /Agoo., s/ oci-e)TE.
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Murphy-Brown, LLC Engineering P.O. Box 856, Warsaw NO 28398 [phone]
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