HomeMy WebLinkAbout240076_Application_20240226 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: AWS240076
2. Facility Name: Triple B Watts Farm
3. Permittee's Name(same as on the Waste Management Plan): Triple B Watts Farm LLC
4. Permittee's Mailing Address: 4020 M M Ray Rd
City: Clarendon State: NC Zip: 28432
Telephone Number: 910-840-0213 Ext. E-mail:
5. Facility's Physical Address: 4223 Olddothan Rd
City: Tabor City State: NC Zip: 28463
6. County where Facility is located: Columbus
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"): Murphy-Brown LLC
10. Operator Name(OIC): 4onathan E— Phone No.: :13.0-234-
14f 7 OIC#: 1 nn.�vv 44- ---
8&vptfttyy yy itla#t 7/041A0—0z 3 /0 0 zZ 13
11. Lessee's Name(if there is not a LBssee,dvrite"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 7,344
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 1/13/1995 Full,clay 763,938.00 104,544.00 19.50
2 Lagoon 5/8/1995 Full,clay 786,294.00 108,900.00 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 143-215.10C(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),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation, injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,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��c��orpporation, signature should be by a principal executive officer of the corporation):
Name(Print): Title: 44110t
Signature: G�� Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animal.operations@deq.nc.gov
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
Facility/Farm Name: Triple B Watts
Permit#: AWS240076 Facility ID#: 24 - 76 County: Columbus
Operator In Charge(OIC)
Name: Brentley Ray Watts
First Middle Last Jr,Sr,etc.
Cert Type/Number: AWA 1002213 Work Phone: ( 910 ) 840 - 0213
Signature: Gar ./'fir Date: 2/26/2024
"I certify that I agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge(Back-up OIC) (Optional)
First Middle Last Jr,Sr,etc.
Cert Type/Number: Work Phone: ( )
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: Brent Watts
Phone#: (910 ) 840 - 0213 Fax#: ( )
Signature G.r Date: 2/26/2024
(Owner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh,N.C.27699-1618
Fax: 919-733-1338
(Retain a copy of this form for your records)
Revised 812007
Nutrient Management Plan For Animal Waste Utilization
01-14-2021
This plan has been prepared for: This plan has been developed by:
Triple B Watts Farm (24-76) Ronnie G. Kennedy Jr.
Brent Watts Agriment Services, Inc.
4020 MMRay Road PO Box 1096
Clarendon, NC 28432 Beulaville, NC 28518
252-568-2648
D Signature evelor
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.
l f AI
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:
Te nical Specialist Signature Date
---------------------------------------
935781 Database Version 4.1 Date Printed: 01-14-2021 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.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 6,807,888 gals/year by a 7,344
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 12271
Incorporated 14726
Injected 14726
Irrigated 12271
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs)* Applied (Ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 12,271 18749 -6,478 10,401,696 -3,593,808
--- ------------- ------------- -- -------- ----------------
Note: In source ID, S means standard source,U means user-defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
935781 Database Version 4.1 Date Printed: 01-14-2021 Source Page 1 of 1
Narrative
1/14/2021
Change ownership only.
6/1/2018
Historical rates used from waste plan amendment completed by Kevin Weston on 2/18/1999. Irrigation
acres are from irrigation system designers Kevin Weston and Brian J. Gannon, P.E.
31X/25
JCqrw+ h45 —986.4f0 c �V i�5/owre.—wov/c!'/�'�C'c �a 5/az�,b�ru�vW4 't t.
14 tkrhvv i5�a�s�o�tst�� is &.!eni' I%e /Jtfc is �6165. jvi;O'% _<,tpie tv 64tIs
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935781 Database Version 4.1 Date Printed: 01-14-2021 Narrative Page 1 of 1
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.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6590 10 3.25 3.25 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6590 11 3.25 3.25 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 1 5.88 5.88 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 2 5.21 5.21 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 3 5.08 5.08 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 4 5.89 5.89 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 5 5.50 5.50 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 6 5.37 5.37 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 7 3.64 3.64 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 8 3.64 3.64 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6593 9 1.58 1.58 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
UN 1 12 4.701 4.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
UNl 13 4.70 4.70 N/A Lynchburg Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
PLAN TOTALS: 57.69 57.69
935781 Database Version 4.1 Date Printed 1/14/2021
PCs Page 1 of 2
NOTE: Symbol *means user entered data.
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>-2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
I ,
935781 Database Version 4.1 Date Printed 1/14/2021
PCS Page 2 of 2
NOTE: Symbol*means user entered data.
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (Ibs/A PA Manurd Manure Manure Applied
Nutrient Nutrient NutrirntP pplied Applied Applied (Field)
Read Applied pplied (acre) (acre) (Field)
(lbs/A) pbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6590 10 S7 Lynchburg 3.25 3.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 90.15 0.00
6590 10 S7 Lynchburg 3.25 3.25 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 495.83 0.00
6590 11 S7 Lynchburg 3.25 3.25 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 90.15 0.00
6590 11 S7 Lynchburg 3.25 3.25 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 495.83 0.00
6593 1 S7 Lynchburg 5.88 5.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 163.11 0.00
6593 1 S7 Lynchburg 5.88 5.88 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 897.08 0.00
6593 2 S7 Lynchburg 5.21 5.21 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 144.52 0.00
6593 2 S7 Lynchburg 5.21 5.21 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 794.86 0.00
6593 3 S7 Lynchburg 5.08 5.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 140.91 0.00
6593 3 S7 Lynchburg 5.08 5.08 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 775.03 0.00
6593 4 S7 Lynchburg 5.89 5.89 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 163.38 0.00
6593 4 S7 Lynchburg 5.89 5.89 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 898.60 0.00
6593 5 S7 Lynchburg 5.50 5.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 152.56 0.00
6593 5 S7 Lynchburg 5.50 5.50 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 152.56 0.00 839.10 0.00
6593 6 S7 Lynchburg 5.37 5.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 148.96 0.00
6593 6 S7 Lynchburg 5.37 5.37 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 1 Irrig. 275 152.56 0.00 819.27 0.00
935781 Database Version 4.1 Date Printed: 1/14/2021 WUT Page 1 of 2
Waste Utilie- n Table ear 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Sol id Man
PA Fert. (lbs/A PA ManureJ Manure Manure Applied
Nutrient Nutrient NutrientP pplied Applied Applied (Field)
Req'd Applied PPlied (acre) (acre) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6593 7 S7 Lynchburg 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.97 0.00
6593 7 S7 Lynchburg 3.64 3.64 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 555.33 0.00
6593 8 S7 Lynchburg 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 100.97 0.00
6593 8 S7 Lynchburg 3.64 3.64 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 555.33 0.00
6593 9 S7 Lynchburg 1.58 1.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 43.83 0.00
6593 9 S7 Lynchburg 1.58 1.58 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 241.05 0.00
UNI 12 S7 Lynchburg 4.70 4.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 130.37 0.00
UNI 12 S7 Lynchburg 4.70 4.70 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.56 0.00 717.05 0.00
UNI 13 S7 Lynchburg 4.70 4.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 130.37 0.00
UNI 1 13 1 S7 ILynchburg 1 4.70 4.70 Hybrid Bermudagrass Hay 15.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 152.561 0.00 717.05 0.00
Total Applied, 1000 gallons 10,401.70
Total Produced,1000 gallons 6,807.89
Balance, 1000 gallons -3,593.81
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 1 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
935781 Database Version 4.1 Date Printed: 1/14/2021 WUT Page 2 of 2
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)
6590 10 Lynchburg 0.50 1.0
6590 11 Lynchburg 0.50 1.0
6593 1 Lynchburg 0.50 1.0
6593 2 Lynchburg 0.50 1.0
6593 3 Lynchburg 0.50 1.0
6593 4 Lynchburg 0.50 1.0
6593 5 Lynchburg 0.50 1.0
6593 6 Lynchburg 0.50 1.0
6593 7 Lynchburg 0.50 1.0
6593 8 Lynchburg 0.50 1.0
6593 9 Lynchburg 0.50 1.0
UN 1 12 Lynchburg 0.50 1.0
UN1 13 Lynchburg 0.50 1.0
935781 Database Version 4.1 Date Printed 1/14/2021 IAF Page 1 of 1
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.
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. 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,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 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Com 120 bu 150 14.69 82.50 164.99 247.49
Hay 6 ton R.Y.E. 300 29.38 41.25 82.50 123.75
Soybean 40 bu 160 15.67 77.34 154.68 232.02
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935781 Database Version 4.1 Date Printed: 01-14-2021 Sludge Page 1 of 1
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 qtnrnae Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 84
1 2 73
1 3 102
1 4 143
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 162
1 11 149
1 12 131
*Available Storage Capacity is calculated as of the end of each month.
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935781 Database Version 4.1 Date Printed: 01-14-2021 Capacity Page 1 of 1
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.
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, climatic conditions, and level of management, unless there are
f" 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).
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935781 Database Version 4.1 Date Printed: 1/14/2021 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.
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935781 Database Version 4.1 Date Printed: 1/14/2021 Specification Page 2
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.
-------- ------ ----------
935781 Database Version 4.1 Date Printed: 1/14/2021 Specification Page 3
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 five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------- -- ----------------------------------
935781 Database Version 4.1 Date Printed: 1/14/2021 Specification Page 4
• e
Crop Notes
The following crop note applies to field(s): 1, 10, 11, 12, 13, 2, 3, 4, 5, 6, 7, 8, 9
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 10, 11, 12, 13, 2, 3, 4, 5, 6, 7, 8, 9
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control 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 30 lbs/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.
----------------------- ------ ------g-------------
935701 Database Version 4.1 Date Printed: 01-14-2021 CropNote Page 1 of 1
IRRIGATION SYSTEM DESIGN PARAMETERS�^_
Landowner/Operator Name: Darren Stocks �($ ��4e- L.I hC Fo rvv— County: Columbus
Address: Rt.3 Box 217 Tabor City,North Carolina 28463 Date:5(7l98:;.
Telephone: (910)
TABLE I -Field Specifications
Aliproximate Maximum
Maximum Maximum Application
Usable Size Application per Irrigation
Field or Field slope Rate Cycle
No. acres Soil TXpe % Cro s Inlhr inches Comments
T659311-2 T'659011 39 L nclibur lCoxville 1-2 Coastal Bermuda overseeded with Rye 0.5 0,50
T659313-4 8.86 Lynchburg 1-2 Coastal Bermuda overseeded with Rye 0.5 0.50
Table 2-Traveling Irrigation Gun Settings
Detroit Stocks
Rt.3 Box 217 Tabor City,North Carolina 28463
Coiumbus
*(910)
11MOR—e,Model,&Type of Equipment: elson I5Q Ser es I Gun 0.1,08"R n ozzle
Tract No., Equipment Setting
Field No. Appilco0on Travel Lane Wetted Nozzle Operating Operating
& Traveling Gun Rate Effective Effective Diameter Diameter Pressure Pressure
LfneNo. Speed ft/min In.lhr Width ft Len th ft. Poet in Gun(psi) Pum sl Comments
T859311/1 2.78 0,333 225 1080 3Q0 1.08 1 60 908 Approx.9-10 a licationsneeded per oar
T659311,2/2 2,78 0,333 290 1080 300 1,08 6Q 108 roX.9-10 a !ications needed per ear
T659312/3 2.78 0,424 205 1080 300 1,08 60 108 Approx.9-10 applications needed per year
T6593/9 &T659011/4 2.78 0,424 225 1140 300 1.08 60 108 Approx,9-10 applications needed par ear
TG59311.2&T659011 15 2,78 0.333 210 1140 30D 1,08 60 108 4PTOX.9-10 applications needed par ear
T659312&T659011/6 2.78 0.333 205 1140 300 1.06 60 108 rox.9-10 applications needed per ear
T659313,417 2.78 0.333 225 705 3D0 1.08 60 108 A rox.9-10 applicatlons needed per year
T6593/3,418 2.78 0.333 225 705 300 1,OB 6D 108 rox,9-10 applications needed per ear
T6593l4/9 2.78 0.333 225 305 300 1.06 60 10B Approx.9-10 applications needed per year
T6590/1/10 2.76 0.333 225 630 300 1,08 60 108 Approx.9-10 applications needed per year
T6590/1111 2.78 0.333 225 630 300 1.08 60 108 Approx.9-10 applications needed Ror year
Table 4 -irti ation System Sped ntions
Darrell stocks
Rt.3 Box 217 Tabor City,North Carolina 28463
Columbus
(910)
Traveling Solid Set
Irrigation gun Irrigation
(Ftomat�a oSprinkler(gpm) 182
Dparaing Pressure @ Pump(PS) 108.00
Design Precipitation Rate(inlhr) 0.424(high)
LKioseLength(feet) 965
f Speed Compensation
Type(PTO,Engine,Ele�ic,etc.)
Power Requirements(hp
hp=(2 TDH13950^eff.
Table 5 -Thrust Block specifications
Designer may provide thrust block details on another sheet.
6-'pipe
Thrust Block Area
Location (Sq.Ft.) Comments
190 degree bend
IDead End ;
Tee
Ground Entry or Z pipe
A=((96•H•D"2)IH)sin art
IRRIGATION SYSTEM DESIGNER
Name: Brian J.Gannon, P. E.
Company: North Carolina DEHNR-Division of Soil&Water
Address: 10 Cardinal Drive Extension Wilmington, North Carolina 28405
Phone: (910)395-3900 - _ —
Designed For: Darrell Stocks
Rt. 3 Box 217 Tabor City, North Carolina 28463
Columbus
(910)
REt�U1RED DOCUM�NTAT[ON
The following details of design and materials must accompany all irigation designs:
1 A scale drawing of the proposed Irrigation system which Includes hydrant locations,travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horse power requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5 Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system.
g. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Techniedl Guide, Section iv, Practice Code 430-DD.
Note: A buffer step 50 feet wide or wider must be maintaiirerf uetwae►,the iirnits of the Indgatii, system and all perennisl
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 213 .0200-Waste Not Discharged to Surface
1 Waters.
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IRRIGATION SYSTEM DESIGN PARAMETERS
erator Name: Darrell Stocks ��'�``!' 1714 t
Landowner/C
p County: Columbus
Address: Rt. 3, Box 217 L.i he- P&rrv,
abor City, NC 28463 " �C OatslS199
Telephone: (910)653-9386
Table 9 •Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crap(s) (Inlhr) (inches) Comments
Un-1 18 Ly 0-2 Bermuda/Small Grain 0.5 i 0.5
0 Q 0 C3 C7 C) 0 CD 0 0 0 Q Q C) (D Q C) (D 'D 0 Q CD 0 CJ IM
4) 0 Q 0 0 Q q q CR Ci q q q q IR q q C! q q C? CR q C! q
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Sheet4
TABLE 4-irrigation System Specifications
Traveling Solid Set
Irrigation Gun irrigation
Flow Rate of Sprinkler(gpm)
Operating Pressure at Pump
Design Precipitation Rate(Inlhr) 0.31 ,
Hose Length(feet) 965 XXXXXXXX
Type of Speed Compensation Mechanical Xx)t;XXXXX
Pump Type(PTO,Engine, Electric) Engine
Pump Power Requirement(hp) 26.2
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 4.27
Dead End 3.03
�- Tee 2.12
Gate Valve 3.03
45 degree bend 2.30
17
Pagel
IRRIGATION SYSTEM DESIGNER -� •k,..
r-
Name: Micah Kevin Weston
Company: Murphy Family Farmsa
Address: P.O.Box 759 Rose Hill, NC 28468
Phone: (910)289-6439 ext.4552
Required Documentation
The following details of design and materials must accompany all irrigation designs: :
1. A scale drawing of the proposed irrigation system which Includes hydrant locations,pipellnes,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the sine of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications'For the Irrigation pump,traveler and sprtnkier(s).
7. Manufacturer's specifications for the Irrigation pipe andlor USDA-NRCS standard for IRRIGATION WATER CONVEYANCE-
8. T he information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. In igation pipes snould not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A butler strip of 257 or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
Sheet G
NARRAIM OF IRRIGADQN DESIGN AND OPERATION
FOR
DARRELL_SIQC -STATE LINE EABMS
DESIGN AND IN&FALLATION OVERVIEW
This irrigation system is an addition to the existing system at this farm.'Phis in igation
system is designed with four inch, Class 200 PVC gasket pipe and schedule 80 fittings.
The system is designed to accommodate the flow velocities,flow rates and the pressure
requirements associated with a 1030 Reel Rain traveler. Air vents and thrust blocks are
to be installed as indicated on the drawings. Air vents will consist of using a 4"x 2"
saddle with a 2"galvanised threaded pipe and an AV 150. The thrust block areas havo
been calculated and are listed on sheet 4 in the plan. The design of this system requires
the use of a 1.08"ring nozzle in the gun Each pull has a specific arc setting and travel
Speed which must be used to achieve the desired application. This information is given in
detail on sheet 2 of this design. A detail of the hydrant design is also included and
specilies the type and size of fittings. All pipe shall be installed with a minimum of 30"
of cover and shall be backfilled in no less than three passes, leaving enough soil material
above original grade to allow for settling. The suction assembly for the power unit and
pump to be used should be a minimum of G"x 30' aluminum. A pressure gauge should be
installed on the discharge side of the pump where it can be seen during startup of the
system.
SYSTEM STAW UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake,then disengage the transmission. Pull out the hose at a speed
not to exceed 3 mph. Engage transmission before disengaging the brake. Prime the
pump and start engine at idle. Operate engine in a mauncr not to exceed 50 psi until a
solid stream of water is exiting the gun,air is out of the line and pressure is slowly
building on the gauge. Increase rpin's slowly until desired pressure is achieved. Set all
"Murphy"safety switches to insure immediate shutdown of system if a problem occurs.
Also,set file timer to shut off pump at the time a rum will be completed—but, wake it a
practice to idle the system dowry instead of relying on file safety timer. Check all salbty
switches on the reel after each start-up to insure proper operation. Read and review the
nianutacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough wtctur to protect
from freezing. Wind hose back onto reel and replace drain plug.
Sheet?
CALCULATIONS
SWInklor Specifications
Sprinkler Type: Nelson SR 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 162 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing(%): 70 %
Design Spacing(feet): 210 *PVC Irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing(%): 67 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 In/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Sgeed
Travel speed=1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app.(in.)= 0.5 inches
300 degree arc= 2.92 ftlmin
220 degree arc= 3.51 fllmin
180 degree arc= 5.84 ft/min
Mainline Velma
Velocity=A08 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 Inches
Velocity= 4_64 ftfsec.
Page 1
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POST OFFICE 80X 759 • ROSE HILL,NORTH CAROUNA 28458
(919)289-2111
February 13, 1995
Ms. Donna Register
District Conservationist
USDA - Soil Conservation Service
Co. Courthouse Annex Building
112 West Smith Street
Whiteville, NC 28472
Re: Darrell Stocks - 3672 Feeder to Finish
Dear' Ms. Register:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
Location Map
ASCS Tract Map
Soils Investigation Report
Lagoon Design Spreadsheet
Operation & Maintenance Plan for Lagoon
Construction Specifications for Lagoon
Site Seeding Requirements
Earthwork Calculations
Site Plan with Construction Details
It is my understanding that the; Was e 4, ?lR }r for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 4629 if you have any
questions concerning this package.
-•'ri '9 - r r ��sg..
POST OFFICE BOX 759 • ROSE HILL,NORTH CAROUNA 28458
(919)289-2111
Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Darrell Stocks, complete package)
George Leaming, Murphy Farms Construction Dept. {site plan
only)
Dave Roland, Murhphy Farms Transporation Dept. (site plan
only)
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I-P2rEl MX
L
[Y'st-Ko n?arost residence (other then u--�jnor).,
sows (farrow,to finish):
(farrow to lieeder): ;der):
h 36
dread (finishing onIV)-==== 35,72
savivs (farrow 10 wean)
head .err to feeder)'———__ _ —__—__———__—>
A-ve Lhre I I I . Vvon ght for othc2-r op era flon sobs.)
Storage volume for sludge accurn. (cu.ft.):=
Treatment Volume (min- 1 cu.fit'llb.) > 1.0
25 Year — 24 Hour Rainfail (in)=== ===--.
7-5
Reinfidl in ,_xxcoss of Qvaporetion (in) 7.0
Drainage area of buildings & lots (sq. IPQ 0-0
Volu m e of washwatear 'k9 IIons/day)=====___==> 0-0
a
'80
Temporary storage period (days) >
i.0
Side slopos (inside lagoori): => 3.0 : 1
'ns' 350-0
insido t width 300-0
OP
Top of dike 4;44vMon (ft.):===== > 03.01
Bottom of lagoon ekevation (ft): > 93-0
seasonal high wafer h-able(S"I 'VIV M
.1 T D"TOTAi 1,;10' U.K.Qtal reTulred volurno 7431,653 cu. ft.
Arh nJ desion volume: 7 6 Z�K_!8 C u. f t. 102 Q, C
Stop purrping or = to 96.0 fit-310,41) qg -4
R (> or to 9-9.0 ft.Min.)
l9qu -irsd n)-nirnum treatm ontvn_lume- 495 720 cu. it. *TR MT. VOL O.K.'
Voi urne at stop put npi ng elevation: 5 0 104588 cu. ft.
StEutpurnping
V-
v,,s 1 urn i-m Ed start p u m 13 ing o I wA- on: 63-4077 cu- ft. "ISTOMI jal S TOR 101.
I i-nl"U% -1
Actual volurma I=-s,-2 gip:r—2 Iff-7 sr fleg.;n: 6%,,-)j1 31 cu. -71+L- I U .-jA 01 I Az
NOTE Verify that temp. storage, is. adequate-
%q. vobj!ne to be pumped:====:, 182-308 CU- it --'*TETvIP. VOL UCAK.'"
Actual volume to be Pumped:==> 189-489 cu. ft.
1
_.r yr�
rtr'�trS{lI!\irk ! �t� 1}f>r l_t7'IL'US Date; �::J.
_ t
) _ :a-nce tv nearest residence (other then owner) ±[J. G feet
AgERRSE LIVL ilEIGHT (ALW)
lbs
sows .far`rQw to KKK) x '14 lbs. _ 0lb
Y� souls (farrow to feeder') x 522 lbs: - 0 lbs
t
WK heau (finishing only) x 13 lbs. — 9�7E0 lb
3 sows (farrow iD wean) x =ice.'
head !wean to Kedep) x 30 lbs. = t IL5
�r
Describe other 0
Tott,1 s-vyrage Live Weight = 495720 lbs
Mii�il'MUM RE I.UIREG TREATMENT VOL�ME OF LAGG'G!�+
Volume = 495720 lbs, ALW X Treatment 'V:_'lume(lrP/l b. ALW
Treatment Vniume iCF) f Ib. ALW = 1 CF/Ib. ALW
Vniume = 4975720 cubic Teel
1. STORAGE O''AGE VOLUME FOR SLUDGE A CUMULPT i ON
Volume = 0. 0 cubic feet
k TOTAL DESIGNED VOLUME
• Inside top lengt:', (feet)--------------------- 3500
inside tog width (fee:,)._--------— 300.10
Tort of dike elevation (feet)----------------- 103,t0
Bottom of lagoon elevation !feet)------------ 93,t:h
Freaboard (feet) ------------ i.0
Side Slopes . (inside lagoon)------------------ _X
Total design veinme using pr~ismoidal formula
L 1-` n
_ _ D �„J.-. DE r.,Y r T `.' r•,r,�`C.�IqDt1EE LENGTH W1D 1f� DEPTH
SPEND!C1dr1i `w?,,f�3VJL vim/�1�1-_ i�1•:i. ..J 11.1-�'"
a.0 3.0 3.C+ 3. 10 344.0 :4.0 9.It
AREA OF TOP
LEAi1T�-i '� WI�Ti{ _ l -
,5�ri.CAr-)•f,. 0iL�l1>_�_' rtfi�!-t iii`_ I
BOTTOMAREA OF
LEN iH i' !y Ili TH
AREA OF MIDSECJ101-11
317.0 267.0. 33855 .r'ftEA OF ;Tiiir;.'r:'_ . _.ON i `t!
' \\ �..- r- '.t• :Sri`
Lr.i`::.n TOP +' ^�+.-%! I' 'I'Jv�L•�- .- _
r f, : ' i-f
- L
0; �tyr.t:jf,
ETORAGE qrQU I RED
�J
DRATINAGE AR Ar
Lagoon (top of di.re)
Length * Width =
350.26 3,AO.LA fo5LA00.;.) square feet
tt�l?riL DA ie,5000.0 square T eet
-'esign teaporar`� storage periDd o be ISO day'.
A. Volume 01, waste pT,;jft-ej
Feces v urine pS odLi[:t 40,on in gal. !da; per .35 l b. RLW.
It- PLIA1135 1 b s AL`A * 1. 3( gal/d 1 -J
or c..tbic feet
':'Glunie 'Jr w !5h Ya+er
This is the amount of fresh water,' _aced fair washirdn fILars vr voll-7e
of Fr'tsi er seii f ti .l5;i sajs.teii',: F rcul_lte
the lacoon water are accounted fog' irf 5A.
yJnittq�a - O.C' L,,,y`allonslld t'.; IN days S'LGYd7L'i:. �r tI%+11C'fs
per LF
Volume = 0.0 cubic f=ef
70. Yolume of r,3ainfall ?n 2xcess of evaporation
��
'�s_ period U'( •vl t? ±:ef ainful_ 2VdpGi`d'17n by ic:7'_�St aR1Gui�
: 7.0.7GVs L i1C?et
L'
'Olume = 740, in Dr 12 l-oci-.•r 7'dY
.:i;gc of L_ %;r -- 24 hour storm
vol:.:rse —
7.5 inches_ I 12 inches per foot x DP
Volume = 65625.0 cubic feet
TOTAL riL REQUIRED TEMPORARY
3A. 12103B cubic feet
_B. 1 cubic feet
5n `1250 cubic feet
5D. E56=5 cubic feet
TOTAL 247933 cubic feet .
Temporary storage period====_====__===_=_= 0 180 day
:. L inches
%�ai*.1F011 in erCE55 of eVc�p4:li":tiiiO�i=-===_=___-? 7.
25 Year — c4 hoar rair:fall==-==__-___-____=_} 70 inches
Free 1. 0 feet
Side 3. 0 . i
CS i Pon
Inside.
top 350.0 Feet
ailside too 300.0 feet
;o p of dike 03.0 feet
Bottom of iagGan 93.0 fee,
Total required �,r l llre---==________________--. 7436 _. ft
Actual design f4.
Seasonal high havertable elevation l•`-HWT =- . feet
Stop pumping 99. 3, feet.
Must be ) or = to the `HW^ 18= 0 feet
Must be } or = to min,. reg. treat:dant el.= 99.O fee'
Required minisium treatment 41572Q cu, K.
Volume at stop pumping eievation=_W==4==== -} 504583 cu. ft. :...
Start pumping a12v._____________________-___} 10i. 3. feet
must be at bottom of freeboard & 25 yr. rainfall
Actual v;ilame seas 25 yr. — 24 f r. rainfall-0 698313 cu, ft
start r f -•.n ' e t• -'`! 694077 1_'�_l. i t.
=� _ �� pLtC .:2,,..� fir_ ✓ovi+�i`'._=a_._.___ {{{�
Required volume a be '.•�lr?1�=�==.-.::_._:::___.__ _, ,
Actual volume planned to be t7<<sipc:,_-.--__--___} 89489' cu. . _. IV-
Min. thickness or soil liner•. when laquir u 1.5 Lee,,
0 �'4�)J'kepmf
DESIGNED 5Y; APPROVED BY,
DATZ DATE: Snob
NOTE: SEE ATTACKED T;•iifiE WASTE 1 I ,.L._.Y 0 1 L:N i-'i..ri;'><
�1 20HEN i -
LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY: Ca��►.nnu
FIELD INVESTIGATION BY: DATE: 919,17Y
SITE SKETCH
i
i
i
i
Z
� le0 i j
a
U Q6 I
Tb Run
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE -S—
r7.5, 7 &'eqY omk,-c ""ar, CLA
� i firDt
&AY
9._ /12
oi+L3E AND
dr'' Dp74' Q Ban X .ODr IMM
�) ,D. - !` x Dom! ofl Dm,%, Y o7'l1ED
f�w•oY Ctf'YLL
' i D' Ceri Ls� JANo '
BORING J SAMPLING METHOD: 2 �fe, Hd SIGNATURE:
LAGOON SITE SOILS INVESTIGATION
PROJECT: 7;>4gg a L SToc cs Sri 2,,,e COUNTY: C a-14 c i 5
FIELD INVESTIGATION BY: xnJ DATE: ,�p/9y
SITE SKETCH
L CuT ovE@.
�� bl
i
1'
BORING
DEPTH W7 BORING NUMBER AND PROFILE
SCALE -T
p
Z Cr«ot✓ fy„xoy loq.
f,, o r
z'- S 2•�wf Amu, CcAr
S�' %v" DRA•� .+tic p G c R
3
3 S' yb wt Nbf A��Y
$ 14) D/lA�k CRrt; G�q
BORING/SAMPLING METHOD: SIGNATURE:
r
M-U. R-P"HY
F AM I L Y F A R M S
June 14, 1995
Ms. Donna Register
District Conservationist
USDA -National Resources Conservation Service
112 West Smith Street
Whiteville,NC 28472
RE: Darrell Stocks Site #2 - 3672 Feeder to Finish
Dear Ms.Register:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation&Maintenance flan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by your office.
Please contact me at (910) 289-2111,ext. 4629 if you have any questions concerning
this package.
Post office Box 759,Rose Hill,North Carolina 28458,(910)289-2111,FAX(910)289-6400
Sincerely,
M. Kevin Weston
Engineering Technician
MKW.tbh
Enclosures
cc: File
Darrell Stocks, (complete package)
George Learning,Murphy Family Farms Construction Dept. (site plan only)
Dave Roland,Murphy Family Farms Transportation Dept. (site plan
only)
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St.to nearest residence (other- than owner) ; ft.
w:s (farrow to finish)
ws Harrow to feeder)
ad (finishing only) 3672
(faProw to wean)
(wean to -feeder)
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e. Live Weight for other opeTations(lbs. ) => 0
orage volume for sludge accum. . (cu. ft. ) :=> 0
c:atment Volume (min. 1 cur ft.a/l b. ) ===== =:> 1.0
Year - 24 Hour Rainfall 7.5
infall in excess of evaporation (in. ) ====Q 7.0
ainage area of buildings & lots (sq. ft. )=> 0.0
lame of wash water (gal Ions/day) =====-=:::_=> 0. F1
mpo-ra•ry storage period (days) =_..___=__-_.__=j 130
eebrard (ft. ) : 1.0
de slopes (inside- 3.0 a 1
side top length 290.0.
side top width 372. Q
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p of dike elevation (fit. ) 103.2
ttom of lagoon elevation (ft. ) :=-_M._.__._...__:j 93.2
asonal high water table(SHWT) elev. (ft. ) :=> 98. 6
ta.l -required volume:===a==========-> 747133 cu. ft. **TOTAL VOL O. K. **
tual design volume:==--.»M:= _------==> 7B6R94 cu. ft. 105. 24%
op pumping el. (> or = to, 98. 6 ft. SHWT) > 99. 4
(> or = to 99. 2 ft. Min. )
quired minimum treatment volume: 495720 cu. ft. x•x•TRMT. VOL O.K. **
lume at step pumping elevation: 510275 cu. ft. 102. 94%
art pumping elev. .--_____.___».____-_-----_.__Mj 101. 4
lume at start pumping elevation: 704381 cu. ft. **STORM STOR. O. K.
y>�1 volume less 25y'r-2 4h-r rain: 718869 cu. ft. 102. 06%
Verify that temp. storage is adequate:
Req. volume to be pumped :===Q 183988 c u� ft. **TEMP. VOL O.K. *x
Actual volume to be pumpede==) 194105 cu. ft. 105.50%
),.,�Tf7.''9',\... i[I.a:`k"T-'yam ��': _;t _ ,..- �_�_ ... r '. — •
. ~
. .
)g7itt-c-j7.Da r.?lpi StUcks C 0uDt O|UMbus Date: 05/08/95
T `\ance to nearest residence <other than owner) v 0. 0 feet |
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 }bs. = 0 lbs
0 sows (farrow to x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 saws (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : : 0
Total Average Live Weight = 495720 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume ~ 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 290. 0
�
Inside top width (feet) ---------------------- 372. 0 {` \
Top of dike elevation (feet)----------------- 103. 2 `
Bottom of lagoon elevation 93. 2
Freeboard (feet)----------------------------- 1 . 0
Side slopes (inside lagoon) ------------------ 3. 0 : 1
Total design volume using pris III oidaI formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3. 0 3. 0 284.0 366. 0 9.0
AREA OF TOP
LENGTH * WIDTH =
284. 0 366. 0 103944 (AREA OF TOP)
AREA OF BOTTOM
LENGTH it WIDTH =
230. 0 312. 0 71760 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
257.0 339. 0 348492 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
103944^ 0 348492.0 71760 0 1 5
'--� ^ ^ ^ (
Y Total Designed Volume Available = 786294 CU. FT.
TEMPORARY -STORAGE REQUIRED
'
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
290.0 372.0 107880. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 107880.0 square feet
Design temporary storage period to be 180 days.
. Volume of waste produced
Feces Q urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 905515 gals. or 121058. 2 cubic feet
. Volume of wash water
` This is the amount of fresh water used for washing floors or volume \
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
Jer CF
Volume = 0. 0 cubic feet
. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7t0 in * DA / 12 inches per foot
Volume = 62930" 0 cubic feet
m�� |
F `
` .
Volume of 25 year - 24 hour storm
Volume 7. 5 inches / 12 inches per foot * DA '
Volume = 67425. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 1R1058 cubic feet
5B. 0 cubic feet
5C. 62930 cubic feet
5D. 67425 cubic feet
TOTAL 251413 cubic feet
SUMMARY
Temporary storage 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour 7. 5 inches
Freeboard===================================} 1. 0 feet
Side 3. 0 : 1
Inside top length===========================> 290. 0 feet
Inside top 372. 0 feet
Toof dike elevation=======================> 103. 2 feet
p .
'-\ Bottom of lagoon 93. 2 feet
\ ` Total required volume=======================> 747133 cu. ft. * �
Actual design 786294 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 98. 6 feet
Stop pumping elev. ==========================} 99' 4 feet *
Must be > or = to the SHWT elev. ==========> 98. 6 feet
Must be > or = to min. req. treatment el^ => 99. 2 feet
Required minimum treatment volume===========} 495720 cu. ft.
. Volume at stop pumping elevation============} 510275 cu. ft.
Start pumping 10174 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 718869 cu. ft.
Volume at start pumping eIevation===========} 704381 cu. ft.
Required volume to be 183988 cu. ft. *
Actual volume planned to be pumped=========W 194105 cu. ft. *
Hit. thickness of soil liner When required==} 1 5 feet
DESIGNED BY: APPROVED BY:
DATE: DATE: ~yz,��~/� �� ��x�
NOTE: SEE ATTACHED WASTE UTILIZATIOM PLAN
COMMENTS:
fps�� ` |
/
LAGOON SITE SOILS INVESTIGATION
PROJECT: LL S-roc✓s COUNTY: e
U L L1m'u.N S
FIELD INVESTIGATION BY: //J_-� DATE:
SITE SKETCH
' � I
i
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BORING x
DEPTH WT BORING NUMBER AND PROFILE
SCALE -L
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BORING/SAMPLING METHOD: -T,�dcs xo� SIGNATURE:
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially important to
manage levels so that you do not have problems during extended rainy and wet periods.
Ma)imum storage capacity should be available in the lagoon for periods when the receiving crop
is dormant such as wintertime for bernmdagrass or when there are extended rainy spells such as
the thunderstorm season in the summertime. This means that at the first signs of plant growth in
the later winter/early spring, irrigation according to`a farm waste management plan should be
done whenever the land is dry enough to receive lagoon liquid. This will make storage space
available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be
pumped down to the low marker 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 irrigate 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
LAGOON MAINTENANCE
The routine maintenance of a lagoon involves the following:
✓ Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the
most common vegetative covers. The vegetation should be fertilized each year,if needed,
to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils
test,but in the event that it is not practical to obtain a soils test each year,the lagoon
embankment and surrounding areas should be fertilized with 800 pounds per acre of
10-10-10, or equivalent.
✓ Brush and trees on the embankment must be controlled. This may be done by mowing,
spraying, grazing, chopping, or a combination of these practices. This should be done at
least once a year and possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE:Ifvegetation is controlled by spraying,the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum,the following:
✓ Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes--- look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
✓ Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
✓ Embankment---look for:
1. settlement, cracking, or"jug"holes
2. side slope stability--- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of 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 side walls,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 side wall,bales in the lagoon may be used to reduce the wave
impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of
these features,you should call an appropriate expert-familiar with design and construction of
waste lagoons. You may need to provide a temporary fix ifthere is a threat of a waste discharge.
However, a permanent solution should be reviewed by the technical expert. Any digging into a
lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences
and should not be conducted unless recommended by an appropriate technical expert.
Transfer Pumps--- check for proper operation of
1 . recycling pumps
2. irrigation pumps
Check for leaks,loose fittings, and overall pump operation. An unusually loud or grinding noise,
or a large amount of vibration,may indicate that the pump is in need or 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 fiill 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 runof, 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 into your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly. You should
inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system during or
immediately following a heavy rain. If technical assistance is needed to determine proper
solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then record the
level again 4 to 6 hours after the rain(assumes there is no pumping). This will give you an idea of
how much your lagoon level will rise with a certain rainfall amount(you must also be recording
your rainfall for this to work). Knowing this should help in planning irrigation applications and
storage. If your lagoon rises excessively, you may have an inflow problem from a surface water
diversion or there may be seepage into the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil surfaces
to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins,taking care not to erode lining or-bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible,begin loading new lagoons in the spring to maximize bacterial
establishment(due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent ofthe full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that-wastewater is added to a lagoon,the better the lagoon will.
function. Flush systems that wash waste into the lagoon several times daily are optimum for
treatment. Pit recharge systems,in which one or more buildings are drained and recharged each
day, also work well.
Practice water conservation--- minimize building water usage and spillage from
leaking waterers,broken pipes and wash down through proper maintenance and
water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon
Management:
✓ Maintain lagoon liquid level between the permanent storage level and the full temporary
storage level
✓ Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever(Figure 2- 1).
✓ Start irrigating at the earliest possible date in the spring based on nutrient requirements
and soil moisture so that temporary storage will be maximized for the summer
thunderstorm season. Similarly, irrigate in the late summer/early fall,to provide maximum
lagoon storage for the winter.
✓ The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam
or embankment.
✓ Do not pump the lagoon liquid level lower that the permanent storage level unless you are
removing sludge.
✓ Locate float pump intakes approximately 18 inches underneath the liquid surface and as
far away from the drainpipe inlets as possible.
✓ Prevent additions of bedding materials,long-stemmed forage or vegetation,molded feed,
plastic syringes, or other foreign materials into the lagoon.
✓ Frequently remove solids from catch basins at end of confinement houses or wherever they
are installed
✓ Maintain strict vegetation,rodent, and varmint control near lagoon edges. Do not allow
trees or large bushes to grow on lagoon dam or embankment.
✓ Remove sludge from the lagoon either when the sludge storage capacity is full or before it
fills 50 percent of the permanent storage volume.
✓ U animal production is to be terminated,the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
• proper lagoon sizing,
• mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an
appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through
large-bore sprinkler irrigation system onto nearby cropland;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;mix
remaining sludge;pump into liquid sludge applicator;haul and spread onto cropland or
forage land;and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with drag line or sludge barge;berm an area beside lagoon to
receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater;haul
and spread with manure spreader onto cropland or forage land; and soil 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.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains intact. If
you see soil material or the synthetic liner material being disturbed, you should stop the activity
immediately and not resume until you are sure that the sludge can be removed without liner injury.
If the liner is damaged it must be repaired as soon as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than
liquid. Because of this it should probably be applied to land with low phosphorus and metal
levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if
the sludge is applied to fields with very high soil-test phosphorus, it should be applied only at
rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon
sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site. Extra
precaution should be used to observe the wind direction and other conditions which could
increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of
failures include leakage through the bottom or sides, overtopping, and breach of the dam.
Assuming proper design and construction,the owner has the respons�bdity for ensuring structure
safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure--- an example is the placement of a pipe in
the dam without proper design and construction. (Consult an expert in lagoon
design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Fapure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during- sludge
removal, or rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam,the moving water will soon cause
gullies to form in the dam Once this damage starts, it can quickly cause a large discharge of
wastewater and possible dam failure.
C
EMERGENCY ACTION - PLAN
PHONE NUMBERS - j-800 -gse -03("s
DWQ 910
EMERGENCY MANAGEMENT SYSTEM 911
SWCD 910- o-
NRCS 910-
This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off
site. - You should not wait until wastes reach surface waters
or leave your property to consider that you have a problen. -
You should make every effort to ensure that this does not
happen. This plan should be posted in an accessible
location for all employees at the facility. The following
are some action items you should -take.
1. Stop the release of wastes. Depending on the
situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields , at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions
include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff. '
d. Evaluate and eliminate the reason (s) that
caused the runoff.
e. Evaluate the application rates for the fields
where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action
include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
Ow
D: Leakage from flush systems, houses, solid
separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often
this is seepage as opposed to flowing leaks-
possible action:
a. Dig a small well or ditch to catch all seepage,
put in a submersible pump, and pump back to
lagoon.
b. If holes are caused by burrowing animals, trap
or remove animals and fill holes and compact
with a clay type soil.
. c. Have a professional evaluate the condition of
the side walls and lagoon bottom as soon as
possible.
2 . Assess the extent of the spill and note any obvious
damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish
kills, or property damage?
d. Did the spill leave the property?
e. Does the spill- have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either on or off
of the property) ?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ
(Division of Water Quality) regional office; Phone
910-486-1541• After hours, emergency number: 919-
733-3942 . Your phone call should include: your
name, facility, telephone number, the details of
the incident from item 2 �above, the exact location
of the facility, the location or direction of
movement of the spill, weather and wind conditions.
The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters,
call local EMS Phone number - 911..
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910-862-4591 , local SWCD
office phone number 910-862-6936 , and local NRCS
office for advice/technical assistance phone number
.910-862-6936_
9 : If none of the above works call 911 or the sheriff's
Department and explain your problem to them and ask
that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair
of problem to minimize off-site damage.
" a. Contractors Name:
b. Contractors Address:
C. Contractors Phone:
6: Contact the technical specialist who -certified the
lagoon (NRCS, Consulting Engineer, etc. )
a . Nam e: a,,.- u ._. P� � S
b. Phone: 3;?62-- 9
7 : Implement procedures as advised by DWQ and technical
assistance agencies to rectify the damage, repair the
system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
c1&ude1naah/ward1empactp1an.dca
Sept 12.96 .
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers;
O Recommended best management practices;
M Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals Sr Dry floors
Floor surfaces • Wet manure-covered floors W Slotted floors;
Q"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
Manure collection pits • Urine; Ed' Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust 63"Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
O Feed additives;
O Feeder covers;
eFeed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon C"Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance
AMOC-November 11, 1996, Page 3
Source Cause BMWs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces Volatile gas emissions; 1 Proper lagoon liquid capacity;
• Biological mixing; LB�Corkect lagoon startup procedures;
• Agitation O Minimum surface area-to-volume ratio;
Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry days with little or no wind;
nozzles Wind drift O Minimum recommended operating pressure;
&'O'Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin Partial microbial decomposition; O Bottom or midlevel loading;
surface Mixing while filling; O Tank covers;
• Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
spreader outlets Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slung or sludge on field drying surfaces O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition O' Proper disposition of carcasses a
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
AMOC-November 11, 1996, Page 4
Source Cause BMPs to Miniml=Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads W7arm access road maintenance
public roads from farm
access
Additional Information : Available From :
Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge- Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communicatibns
Nuisance Concerns in Animal Manure Management:Odors and Files; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
•n.
AMOC-November 11, 1996, Page 5
Insect Control Checklist for Animal Operations
Source Cause BMWs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
9' Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation MolMaintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis(e.g.,7- 10
day inter al during summer; 15-30 day interval
during winter),
Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated �.
solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1
Source Cause BHPs to Control Insects• Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For rrore information contact the Cooperative Extension Service, Department of Entomology, Box 7613,North Carolina State University,
Raleigh, NC,27695-7613.
•u
AM IC- November 11, 1996, Page 2
Mortalitv Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the ,surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration
a In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture `
❑ 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 of the State Veterinarian must be
attached)
December 18, 1996
Triple B Watts Farm
Swine Farm Waste Management —Odor Control Checklist Permit No.: 24 - 76
Date: 2/1/2024
INSTRUCTIONS FOR USE Owner Signature:
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production ❑■ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
❑■ Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP (Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019
Triple B Watts Farm
Swine Farm Waste Management — Odor Control Checklist Permit No.: 24 - 76
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑■ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
❑ Install fully slotted floor system
❑■ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases I Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019
Triple B Watts Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: 24 - 76
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters, wet scrubbing,windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑■ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019
___7
Triple B Watts Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: 24 - 76
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives a Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy .Avoid application on known weekends,
special days,or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019
Triple B Watts Farm
Swine Farm Waste Management— Odor Control Checklist Permit No.: 24 - 76
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
H Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days a Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore * Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers *Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019
ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Wind break/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019
04/03/2019 02:04PM 1 COX FURNITURE WHSE PAGE 05/06
Version—November Z5,2018
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
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.
da Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
❑ A composting system approved and permitted by the NC Department of Agriculture &Con-
Dsumer Services Veterinary Division(attach Copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
F-1 0 NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
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.
fr - ` _ 3 -!
l -
5ignatur arm owner/Vdinager !! Date
Signature of Technical Specialist Date
DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
rll STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG 100000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a.install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OTC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.S§90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties.This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[I SA NCAC 02T.0108(6)]
Please check the box below that indicates your commitment to do one of the following.
C9' Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
0 1 will commit to provide for the presence of the Operator in Charge(OIC),the designated backup OIC,or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations." l
Sfllt.7e f i �GtfWt C?
Facility Name Permit Number
Owner/Permittee N me an a(type or print)
S ature of Owner/Permittee Date
Signature of Operator in Charge(if different from Permittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020
DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a. install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by,the Division. [G.S. §90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[I5A NCAC 02T.0108(b)]
Please check the box below that indicates your commitment to do one of the following.
❑ Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
Lr7 I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
Triple B Watts Farm 24 - 76
Facility Name Permit Number
Brent Watts
Owner/Permittee Name and Title(type or print)
02/01/2024
Signature of Owner/Permittee Date
Signature of Operator in Charge(if different from Permittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020