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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 ----------------------------- --------------- 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 ------------- -------------------------------------------------- 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. ------------------------------------p--—- --- - 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). ---------------------------------------------------------------------------------- 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. ---------------------------------------------------------------------------------- 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. Iq r r t a � k1f `l _ � � "`� t�ytitlC�, a �' �'y►�.,4�r�fOr �` � 1. ,..-� � t f .:ems ` -+ •r nw tSi 1 ,,�w �,� � �+♦ s .y�►.3f ! � t� r#� ♦ a, t, RW ! +'fir,,,�,'e;t�+k' 1 .1 �/ +' F�� S e� •S ;°St q:� 'E QoTF ky* ��G a-'�' ;�+1 ,!S 4 f � 1s� ��xr'a�� • .� r C� � Fs. 1 2.��,,���r «' �: ..•�70 µ ;ki►Ir� �z'��1 1 Ri t 5'��" ",��� �� # € + 3 � � ems:` �,�rd+�4� M� �►� �� ';,�4 ` ��. e a; � M''�, � E � `",� i �R�� � i►"`�ilw��`.� .t� d�"5� ten: � _�' , -_ f .::r�.+a• �<'.3' � �� =���' its ,y � ♦#�r" � � ^� "'az.f � ; ...,.. • ItA IV Zi NZ Al xa� ; P •r r �.�.„ �as a ,�i' s `�,' *i° '�ss �:�l+ t.. „,��7• ri�'t"'".*�`a�'�u�- �,'�"�, �, +,`��` � "1>.;�' � �y!nrG;i �� �+, ,d r�r�'r•';"t�r ii����'� !' .f��,tx ��7` � �����:. `�,s�! t.��,k '� �v�.�`° a � C'..k'�f�' Rc.:� ' sv"° �t??!'tx � �' r,4u,t ���a+• tt k ra' a� � � �f '� �'����� s�+ "� r&� t�vs 4 + �M f Shestl 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 C) CD cm 6 ci C) (6 0 (D C) o a C) C5 C), o o lo cr) E C9 C9 a. —CL TV) 0 tu CL ro c CL to E z 6 E 41 Z to 6 C9 w t; z w cu —iay V� ffi ,43 tp c 0 ri c CL Ci Ci CL Cl CL CL cm cv C4 oi LU -A D a LL iti) c N N Q m � dgOOq OgOO OOQd40Oq O pCaC? OOOp �Saa000 � 0000c4iooad0000000000ap ` 000000coci000666cicio6acio0. 0. 0- 0- 0. 0. c 0 E E 0 U a t c w c TO E ME d) CL >1 mo = E m ro _ i 041CL N a) pa m M Q o L c a 4 N [S. w co 0 c C c c C zaa � m 0 m •� W E o w c E � :IT � m z 1 W � d z 2 mac J- :'a 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 ♦ .11AA66�1� 'C' 4S'lF';�j X"r �' r •�^ �. 'f _ Y�Mj�tic• _ „ w •_y L`f f Y�f73f�t � n .f'..• �f r. t ( 1 hY _t 'fir . wC_ °f.J. µ f�,i9T.T � -i �_._ •w. ..t -�#- _ � R�•- E 't.,.. T �i.l�'•..t,�^i�i �`Y�^ `5i ..,,... t �H• !.✓ •J'' J t Tr 'ft,. 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IbF v:••�. .� � _''mot�. �� . � �' ��'.x•.iv�^- ��.�••�t{, .�• ; �•�_• � ' -�� EVE �f• • � •,...l}� r YfY� `l.+I:t�: '• •r,.r l.!-!• v,�• �. .) i�'� t.•v3�_`' ,�' .• � • •. .ice - i�.•��s��.. y• �7L'e+• IT :'=�r�' _ •: y' n�y R�ti' 3•'! 9^ •! }.'�.71� ' i, .1y_e{,�,;- �, t� Q. _ ';•� ` r ti� !yam - 1�+.;,,•.. •Rf ?"�' Yt;;.•:�' '.!' T • �.�1V�y1` w� '� 'spy + ` lz cq ir ft • Cjw •�` ' J 1 :°' j • •�•sJ/ ya'",, tRt tI � �* w; � �it . :r`_•�s :.`.� � � 'V"j •``� r �• � •'Y.,� =`.��` fir!�•,;:�• cc IZE va ' •� .��� � ! J � .ice' ��:��• v�. `fir•►�,7'• � Y.- _�/ •.�' 20i �• 4!'!!r• .,`. . • Tr J. •f t. "y s o 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) k ,r� n u2t 14 V lim 111 Im IM te + i JJlS � 14 go ,o lul ,. v T... w ti Uii w.tT,HaA Ull ♦ 7 up i p'•LtM ' Y •1 a � i a SYi *$"— AM." •a y WHREV1ttF 1i11 y J I WA ' Itlt 9 im u"'� ah •, '• •' w LAKE WACCAMAW • T uu u✓! ,7 bf0. �.I.fp' " nu � i IlY 1d •LLtl ! ll.a 1 ti4 Iil •� V ` 4a •� 741 " .i 4 � • 7 7f1 Ilm 1 � nu 1 t 1M1 L Uit .. ♦ , ..v<, i 1nt I147 J l ` llll Bell it uu u� au r g �UJL uu 11t1 '••% � S• LUL a ua "w•6+4� llr[ ` • ti Ull �/ S lilt J im Me, .,I I • t ,J ". J , u 1� Lin Me I-M LML LIU u `• all we like r• . IUS j uc fui a 7 +J ti • . uu uu I Jin 1 aV If ? un w•N.d ` 8 111E•+I , JYl 1 Q&7 71Wi " ♦ w U11. w4Mio.O. V M i UrVN " ♦ Lfli flit y If• "�SGi W" " 11U Ull I llk U ! ! ���` lilt 7U11 • a 'f t w \•+ Ilil WI u !Jp7 . 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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) >av ate, tea •f • mr tbl f y �• tW .�,• Yr J u lt! yt tbt 4 6 • J•"� . � K„ 1 � ' . WAS• u >« ,PC t,�... .,.t Ar-A ILt • J �. utc ., . `aw1UTEV1tlE 'v tt�l ttu tea" .1 tun a I M t+ >m 4 LUCK iVAGCIXAN' I,u is V \ M 1.� iS Ht ^ • � l� 7,4 JIY�. flu f. a •' "•, � trae tw u s r UP M tt� t,il ? n. a• - IIQ a tda 2 .a v , •. im " Btt try LiZO ttu '• ✓. Y3.i.� UUE4 � 4 L LU ma. Ab. L t .• iLl J )Kt ; 1.1 u • •,w cE 1, WK ivies un umtl„ itp f� r / of lR fI O r , \\ 06 %f , V J Q Lit pv Ln 4 . ,w ,•• •w, , 't Z,ia tta tal Ull Im • tia 1 �It•1 ' t ..tl7s .a.a..".v V tttl hm .. 1• /�/' L •. t, a ��11 11,t Wtun t 4 I Utt N— tba Cr. 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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 "1 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 WGL•%"iJ t I . BORING x DEPTH WT BORING NUMBER AND PROFILE SCALE -L 7' 4R r iuG .N L►A+6Y 7�je� !z, ? /a �' f14N� CLF}' i'i�ctf�i s y Z S ur p uarEF "' 3 SANS ►+ far(t� POST71 p.rlt�G -rf�tCc iwiG i-' 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