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HomeMy WebLinkAbout960037_Permit Renewal Application 2019_20190410State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2019. Please do not leave any question unanswered. Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Farm Number: 96-0037 2. Facility Name: Triple T 3. Landowner's Name (same as on the Waste Management Plan): 4. Landowner's Mailing Address: 971 Grantham School Rd City: Mount Olive State: NC Telephone Number: 919-689-3730 Ext. E-mail: Certificate Of Coverage Number: 5. Facility's Physical Address: 350 Corbitt Hill Rd City: Mount_ live State: NC 6. County where Facility is located: Wayne 7. Farm Manager's Name (if different from Landowner): g. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): 10. Operator Name (OIC): John K. Thornton 11. Lessee's Name (if there is not a Lessee, write "None"): pJpf,-Q, 12. Indicate animal operation type and number: Current Permit: Operations Type Swine - Feeder to Finish Operation Types: Swine Wean to Finish Wean to Feeder Farrow to Finish Feeder to Finish Farrow to Wean Farrow to Feeder Boar/Stud Gilts Other Cattle Dairy Calf Dairy Heifer Milk Cow Dry Cow Beef Stocker Calf Beef Feeder Beef Broad Cow Other John K Thornton Prestage Farms Inc Phone No.: 919-689-3730 Allowable Count 3,675 AWS960037 Zip: 28365-6907 Zip: 28365 OIC #: 19241 Dry Poultry Other Types Non Laying Chickens Horses - Horses Laying Chickens Horses - Other Pullets Sheep- Sheep Turkeys Sheep- Other Turkey Pullet Wet Poultry Non Laying Pullet Layers 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) 1 6/9/1992 ` 8?s764.99. 19.00 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP), with this completed: and signed application as required by NC General Statutes 143-215.1OC(d) to the addr'&ss-below. The CAWMP must include the following components:' ` 1. The most recent Waste Utilization Plan (WUP), signed b% 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 arown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov 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.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name: ! Title: 01i &JQ`n Sig r _J b V Date: ! 12 0 Name: Signature: Name: Signature: Title: Date: Title: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 Version —November 26, 2018 Mortality management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary. versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality a Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table. Attach burial location map and plan: El ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. 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- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from'NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). ® 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). Mass 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. S' a re o Farm Owner/Manager VVL Signatile of Technical Specialist F U ,sb oh 7 Da e ate Triple T Waste Plan Nutrient Management Plan For Animal Waste Utilization 05-04-2015 This plan has been prepared for: This plan has been developed by: Triple T Ashley Smith John Thornton NRCS/Wayne SWCD 350 Corbitt Hill Rd 208 West Chestnut St. Mount Olive, NC 28365 Goldsboro, NC 2 753 0 919-689-3730 919-734-5281 Ext. 3 U* LO-J-Q- Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement . I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. 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. r Plan Approved By: Technical Sp4ialist Signature Date - ----------- - - ------------------------- 528944 - - - - - --- -- -------------------------------- - - - -- ---- - -- -- -- Database Version 4.1 - - - - Date Printed: OS-04-2015 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. 87 LSrSto:rag�ecanacitif--,z Feeder-Finish Lagoon Liquid waste generated 3,406,725 gals/year by a 3,675 Swine Finishing Lagoon Liquid operation. This production facility has waste of approximately 180 days. Estimated Pounds of PIant Available Nitrogen Generated per Year Broadcast 6141 Incorporated 7369 Injected 7369 Irrigated 6141 Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ PAN (lbs) * Applied (lbs) Deficit (lbs) Applied (Gallons) Deficit (Gallons) Year 1 6,141 26252-20,111 14,563,949 Year 6,141 25608-19,467 14,207,048 -11, 00,224 -10,800,323 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 xnethod(s) identified in the plan for thus source. 528944 D atabase version 4.1 Date Printed: 05-04-2015 Source Page 1 of 1 Narrative Triple T Hog Farm uses a Center Pivot (CP3). The extra acres around the CP are picked up by a Honey Wagon (HW). The following Tracts use a HW and also have a buffer. Buffers have already been. subtracted from Waste Plan Actres. Tract 732 HW 1 Tract 734 HW 1,4, & 7 Tract 7616 HW 6, & 7 -------------------------------- - - ------ ------------------- _____________ Database Version 4.1 Date Printed: 05-04-2015 -------------- Narrative Page 1 of 1 The table shown below provides a summary ofthe 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 T ct Field Acres Acres Index (I 1) Soil Series Crop Sequence RYE 732 HW 1 39.7 35.74 NIA Wagram Smart Grain Overseed 1.0 Tons Com, Grain 74 bu. Soybeans, Manured, Double Crop 23 bu. 734 CP 3 42.211 29.701NIA lGoldsboro Small Grain Overseed 1.0 Tons Hybrid Bermudagmss Pasture 6.5 Tons 734 HW 1 27.55 5.63 N/A Goldsboro Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.5 Tons 734 HW 2 0.841 0.84 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.4 Tons 734 HW 4 4.96 3.59 NIA Lynchburg Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 734 HW 7 8.91 8.33 N/A 1 Kenansville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons HW 8 9.70 2.41 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.4 Tons E741 HW 2 9.34 9.34 N/A Kenansville Small Grain Overseed 1.0 TonsHybrid Bermudagrass Pasture 5.5 TonsHW 3 2.44 2.44 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Benudagrass Pasture 6.2 Tons 741 HW 4 2.65 2.65 NIA Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.4 Tons 741 HW 5 4.88 4.88 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.4 Tons 7616 HW 4 1.63 1.63 N/A Kenansville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 7616 HW 5 3.18 IN N/A Kalmia Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.2 Tons 7616 HW 6 5.73 5.66 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.4 Tons 7616 HW 7 1 5.11 2.34 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.4 Tons 528944 Database Version 4.1 Date Printed 5/4/2015 NOTE: Symbol *means user entered data. PCs Page 1 of 2 Planned Crops Summary Total Useable Leaching Tra Field Acres Aces Index (LI) Soil Series Crop Sequence FRYE 5I G HW 9 1.37 1.37 N/A Norfolk Small Grain Overseed 1.0 Ton PLAN TOTALS. 170.27 119.73 Hybrid Bermudagrass Pasture 6.2 Ton Potential Leaching Technical Guidance otential to contribute to soluble None t leaching below the root zone. ate potential to contribute to Nutrient Management (590) should be planned. nutrient leaching below the roototential FPotential to contributeto soluble leaching below the Nutrient Management (590) should be planned. Other conservation practicesthat improvet root zone. the soils available water holding capacity and improve nutrientuse efficiency should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod-BasedRotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Fdrest Buffers (391). 528944 Database Version 4.1 Date Printed 5/4/2015 NOTE: Symbol * means user entered data. PCs Page 2 of 2 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 bymanure 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 iltili7atinn Tahla Source Total Use. Tract Field ID I Soil Series Acres Acres 732 HW 1 S7 Wagram 39.77 35.74 Small Grain Oversee( 732 HW 1 S7 Wagram 39.77 35.74 Corn, Grain 734 CP 3 S7 Goldsboro 42.21 29.70 Small Grain Oversee( 734 CP 3 S7 Goldsboro 42.21 29.70 Hybrid Bermudagras; 734 HW 1 S7 Goldsboro 27.55 5.63 Small Grain Oversee( 734 HW 1 S7 Goldsboro 27.55 5.63 Hybrid Bermudagras; 734 HW 2 S7 Wagram 0.84 0.84 Small Grain Oversee( 734 HW 2 S7 Wagram 0.84 0.84 Hybrid Bermudagras. 734 HW 4 S7 Lynchburg 4.96 3.59 Small Grain Overseec HW 4 S7 Lynchburg 4.96 3.59 Hybrid Bermudagrass [734 HW 7 S7 Kenansville 8.91 8.33 Small Grain Overseec HW 7 S7 Kenansville 8.91 8.33 Hybrid Bernudagrass 734 HW 8 S7 Wagram 9.70 2.41 Small Grain Overseed F741 HW 8 S7 Wagram 9.70 2.41 Hybrid Bermudagrass HW 2 S7 Kenansville 9.34 9.34 Small Grain Overseed 741 HW 2 S7 Kenansville 9.34 9.34 Hybrid Bermudagrass Crop Pasture Pasture Pasture Pasture Pasture Pasture Pasture 1 Nitrogen Comm, I Res. PA Fert. (lbs/A Nutrient Nutrient Req'd Applied Applec. APPIic RYE Period N N N Method 1.0 Tons 10/1-3/31 50 0 0 74 bu. 2/15-6/30 90 0 0 1.0 Tons 10/1-3/31 50 0 0 6.5 Tons 3/1-9/30 222 0 0 1.0 Tons 10/1-3/31 50 0 0 6.5 Tons 3/1-9/30 222 0 0 1.0 Tons 10/1-3/31 50 0 0 5.4 Tons 3/1-9/30 198 0 0 1.0 Tons 10/1-3/31 50 0 0 5.5 Tons 3/1-9/30 179 0 0 1.0 Tons 10/1-3131 50 0 0 5.5 Tons 3/1-9/30 202 0 0 1.0 Tons 10/1-3/31 50 0 0 5.4 Tons 3/I-9/30 198 0 0 1.0 Tons 10/1-3/31 50 0 0 5.5 Tons 3/1-9/30 1 202 0 0 Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. PA Nutri( Apphi (lbs/7 W 2 2 1 Irrig. 1 Irrig. Irrig. 2 Irrig. Irrig. 1 Irrig. Irrig. 2 E Liquid ManureA nt pplied d (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) 1000 gal/A 35 19.42 90 49.93 50 27.74 Z2 123.16 Tons 0.00 1000 gals 693.97 tons 0.00 0.00 1,784.50 0.00 0.00 823.85 0.00 0.00 3,657.88 0.00 50 27.74 U 123.16 0.00 0.00 156.17 693.40 0.00 0.00 50 27.74 )8 109.85 50 27.741 0.00 23.30 0.00 0.00 92.27 AO0 0.00199.58 19 99.31 i0 27.74 )2 112.07 i0 27.74 )8 109.85 i0 27.74 )2 112.07 0.00 0.00 356.51 0.00 231.07 0.00 0.00 0:00 0.00 0.00 0.00 933.51 0.00 66.85 0.00 264.73 259.08 1,046.69 0.00 0.00 0.00 528944 Database Version 4.1 Date Printed: 5/4/2015 WUT Page 1 of 4 Waste Utilization Table Year 1 Tract 741 741 741 741 741 741 7616 7616 7616 7616 761JHW9 Field 14W 3 HW 3 HW 4 HW 4 HW S HW 5 HW 4 HW 4 HW 5 HW 5 Source ID Soil Series S7 Norfolk S7 Norfolk S7 Wagram S7 Wagram S7 Wagram S7 Wagra---------------- m S7 Kenansville S7 Kenansville S7 Kalmia S7 Kalmia 7 Wagram 7 Wagram 7 Wagram 7 Wagram 7 Norfolk Norfolk Total Acres 2.44 2.44 2.65 2.65 4.88 4.88 1.63 1.63 3.18 3.18 5.73 5.73 5.11 5.11 1.37 1.37 Use. Acres Crop 2.44 Small Grain Overseed 2.44 Hybrid Bermudagrass Pasture 2.65 Small Grain Overseed 2.65 Hybrid Bermudagrass Pasture 4.88 Small Grain Overseed 4.88 Hybrid Bermudagrass Pasture 1.63 Small Grain Overseed 1.63 Hybrid Bermudagrass Pasture 3.18 Small Grain Overseed 3.18 Hybrid Bermudagrass Pasture - 5.66 Small Grain Overseed 5.66 Hybrid Bermudagrass Pasture 2.34 Small Grain Overseed 2.34 Hybrid Bermudagrass Pasture 1.37 Small Grain Overseed 1.37 Hybrid Bermudagrass Pasture RYE 1.0 Tons 6.2 Tans 1.0 Tons 5.4 Tons 1.0 Tons 5.4 Tons 1.0Tons 5.5 Tons 1.0 Tons 6.2 Tons 1.0 Tons 5.4 Tons 1.0 Tons 5.4 Tons 1.0 Tons 6.2 Tons Appiic. Period 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 Nitrogen Canm PA Fert. Nutrient Nutrient Req'd Applied (Ibs/A) (lbs/A) N N 50 0 212 0 50 0 198 0 50 0 198 0 50 0 202 0 50 D 212 0 50 D 198 0 50 0 198 0 50 0 212 0 Res, (Ibs/A) N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Applic. Method Irri . g Irrig. Irrig. g Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. . Irrig. Irrig. g Irrig. Irrig. . Irrig. Irri . g Irrig. Manure PA Nutrient Apph'ed (lbs/A) N 50 212 50 198 50 198 50 202 50 212 50 198 50 198 50 212 Liquid Solid ManureA Manure pplied Applied (acre) (acre) 1000 gal/A Tons 27.74 0.00 117.61 0.00 27.74 0.00 109.85 0.00 27,74 0.00 109.85 0.00 27.74 0.00 112.07 0.00 27.74 0.00 117.61 0.00 27.74 0.00 109.85 0..00 27.74 0.00 109.85 0.00 27.74 0.00 117.61 0.00 Liquid Manure Applied (Field) 1000 gals 67.68 286.98 73.51 291.09 135.37 536.05 45.22 182.67 88.21 374.01 157.00 621.73 64.91 257.04 38.00 161.13 Solid Manure Applied (Field) tons 0.0 0.0 0.0 0.0 0.0 0.01 0.01 0.01 0.0( 0.0( 0.0( 0.0( 0.00 0.00 0.00 0.0 Total Applied, 1000 gallons 14,563.95 Total Produced, 1000 gallons 3,406.73 Balance, 1000 gallons-11,157.22 Total Applied, tons 0.00 Total Produced, tons 0.00 Notes: 1. In the tract column, symbol means leased, otherwise, owned. 2. Symbol * means user entered data. Balance, tons 0.0 528944 Database Version 4.1 Date Printed: 5/4/2015 WUT Page 2 of 4 Waste Utilization Table Year 2 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen Comm. PA Fert. Nutrient Nutrient Req'd Applied (Ibs/A) (Ibs/A) N N Res. (Ibs/A) N Applic, Method I Manure PA Nutrient Applied (Ibs/A) N Liquid Solid ManureA Manure pplied Applied (acre) (acre) 1000 gal/A Tons Liquid I Manua; Applied (Field) 1000 gals Solid Manure Applied (Field) tons 732 732 734 734 734 734 734 734 734 734 734 734 734 734 741 741 741 741 741 741 741 741 HW 1 HW 1 CP 3 CP 3 HW 1 HW 1 HW 2 HW2S7 HW 4 HW 4 HW 7 HW 7 HW 8 HW 8 HW 2 HW 2 HW 3 HW 3 HW 4 HW 4 HW 5 HW 5 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 Wagram Wagram Goldsboro Goldsboro Goldsboro Goldsboro Wagram Wagram Lynchburg Lynchburg Kenansville Kenansville Wagram Wagram Kenansville Kenansville Norfolk Norfolk Wagram Wagram Wagram Wagram 39.77 39.77 42.21 42.21 27.55 27.55 0.84 0.84 4.96 4.96 8.91 8.91 9.70 9.70 9.34 9.34 2.44 2.44 2,65 2.65 4.88 4.88 35.74 Small Grain Overseed 35.74 Soybeans, Manured, Double Crop 29.70 Small Grain Overseed 29.70 Hybrid Bermudagrass Pasture 5.63 Small Grain Overseed 5.63 Hybrid Bemiudagrass Pasture 0.84 Small Grain Overseed 0.84 Hybrid Bermudagrass Pasture 3.59 Small Grain Overseed 3.59 Hybrid Bermudagrass Pasture 8.33 Small Grain Overseed 8.33 Hybrid Bermudagrass Pasture 2.41 Small Grain Overseed 2.41 Hybrid Bermudagrass Pasture 9.34 Small Grain Overseed 9.34 Hybrid Bermudagrass Pasture 2.44 Small Grain Overseed 2.44 Hybrid Bermudagrass Pasture 2.65 Small Grain Overseed 2.65 Hybrid Benmudagrass Pasture 4.88 Small Grain Overseed 4.88 Hybrid Bermudagrass Pasture lA Tons 23 bu. LO Tons 6.5 Tons 1A Tons 6.5 Tons lA Tons 5.4 Tons 1.0 Tons 5.5 Tons 1,0 Tons 5.5 Tons 1.0 Tons 5.4 Tons 1.0 Tons 5.5 Tons 1.0 Tons 6.2 Tons 1.0 Tons 5.4 Tons LO Tons 5.4 Tons 10/1-3/31 4/1-9/15 10/1-3/31 3/1-9/30 10/1-3/31 3f1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 50 92 50 222 50 222 50 198 50 179 50 202 50 198 50 202 50 212 50 198 50 198 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Irrig. Irrig, g. hri Irrig. h-rig. Irrig. Irrig.E123,16 Irrig.09.85 Irrig. Irrig. Irrig, Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. Irrig. 15 92 50 222 50 50 179 50 202 50 198 50 202 50 212 501 198 5 198 8.32 51.04 27.74 123.16 27.74 27.74 27.74 99.31 27.74 112.07 27.740.00 109.85 27.74 112.07 27.74 117.61 27.74 109.85 27.74 109.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 297.42 1,824.16 823.85 3,657.88 156.17 693.40 23.30 92.27 99.58 356.51 231,07 933.51 66.85 264.73 259.08 1,046.69 67.68 286.98 73.51 .291.09 135.37 536.45 0.00 0.00 0.00 0.00 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.0 0.0t 528944 Database Version.4.1 Date Printed: 5/4/2015 WUT Page 3 of 4 a uv�c Year 2 Nitrogen Comm. PA Fert, Nutrient Nutrient Tract 7616 7616 7616 7616 7616 7616 7616 7616 7616 7616 Field HW 4 HW 4 HW 5 HW 5 HW 6 HP/ 6 HW 7 I.1W 7 HW 9 HW 9 Source ID Soil Series S7 Kenansville S7 Kenansvil(e S7 ICalmia 57- Kalmia S7 Wagram S7 Wagram S7 Wagram S7 agram S7 Norfolk S7 Norfolk TOW Acres 1.63 1,63 3:18 3.18 5.73 5.73 5.11 5.11 1.37 1.37 Use. Acres Crop 1.63 Small Grain Overseed 1.63 Hybrid Bermudagrass Pasture 3.18 Small Grain Overseed 3.18 Hybrid Bermudagrass Pasture 5.66 Small Grain Overseed 5.66 Hybrid Bermudagrass Pasture 2.34 Small Grain Overseed 2.34 Hybrid Bermudagrass Pasture 1.37 Small Grain Overseed 1.37 IIybrid Bermudagrass Pasture RYE 1.0 Tons 5.5 Tons 1.0 Tons 6.2 Tons 1.0 Tons 5.4 Tons 1.0 Tons 5.4 Tons 1.0 Tons 6,2 Tons Applic. Period 10/1-3/31 3/1-9/30 10/1-3%31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 10/1-3/31 3/1-9/30 Req'd (lbs/A) N 50 202 50 212 50 198 50 198 S0 212 Applied (lbs/A) N 0 0 0 0 0 0 0 0 0 0 Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data 528944 Database Version 4.1 Date Printed: 5/4/2015 PA _ ManureA Manure IN"10 Manure Solid �pbs/A) ANutli�nt PPlled Applied Applied Manure Applied (Ibs/A) (acre) (acre) (Field) (Field) Applic. 1000 N Method N gal/A Tons 1000 gals tons 0 Irrig, 50 27.74 0.00 45.22 0.01 0 Irrig. 202 112.07 0.00 182.67 0.0( 0 Irrig, 50 27.74 0.00 88.21 0.0( 0 Irrig. 212 117.61 0.00 374.01 0.00 0 Irrig. 50 27.74 0.00 157.00 0,00 0 Irrig. 198 109.85 0.0 621.73 0.00 0 Irrig. 50 27.74 0.0 64.91 0.00 0 Irrig. 198 .109.85 0,00 257.04 0.00 0 Irrig. 50 27.74 0.00 38.00 0.00 0 Irrig• 21 117.61 0.00 161.13 0.0 Total Applied, 1000 gallons 14,207.05 Total Produced, 1000 gallons 3,406.73 Balance, 1000 gallons -10,800.32 Total Applied, tons 0 0 Total Produced, tons 0.00 Balance, tons n nn WUT Page 4 of 4 v 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 runoff. This table provides the maximum appli an irrigation system, you must apply at a rate that will not result in cation 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 Tract Field Soil Series Application Rate Application Amount HW 1 Wagram (inches/hour)732 (inches) 734 CP 3 Goldsboro 0.60 1.0 734 HW 1 Goldsboro 0.50 1.0 734 HW 2 Wagram 0.50 1.0 734 HW 4 Lynchburg 0.60 1.0 734 HW 7 KenansvilIe 0.50 1.0 734 HW 8 Wagram 0.60 1.0 741 HW 2 Kenansville 0.60 1.0 741 HW 3 Norfolk 0.60 1.0 741 HW 4 Wagram o.so 0.50 1.0 741 HW 5 Wagram 1.0 7616 HW 4 Kenansville 0.60 1.0 7616 HW 5 Kalmia 0.60 1.0 7616 HW 6 Wagram 0.50 1.0 7616 HW 7 Wagram 0.60 1.0 7616 HW 9 Norfolk 0.60 1.0 0.50 1.0 528944 Database Version 4.1 Date Printed 5/4/2015 IAF Page 1 of 1 NOTE: Symbol * means user entered data. RFCSMDMCDi✓QIDWR MAR 2 5 Z919 ROY COOPER `; Wager (duality MICHAEL S. REGAiV semrarp ,� ,,,. s' ^ ` "' ftgbnal Operations WOW LINDA CULPEPPER NORTH CAROLINA Dveeror Environmental Quality February 27, 2019 John K Thornton Triple T 971 Grantham School Rd Mount Olive, NC 28365-6907 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available at https://dea.nc.aov/about/divisions/water-resources/water-Qualin-reLional-operations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 In order to assure your continued coverage under the State Non -Discharge General Permits you must submit an application for permit coverage to the Division. Enclosed r_ou will find a "Request for Certificate of Coverage Facility Currently Covered by an Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned b, April 3. 2019. Please note that you must include one { 1) copy of the Certified Animal Waste Management Plan f CAWMPI with the completed and sinned application form. A list of items included in the CAWMP can be found on page 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Sincerely, Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Enclosures cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section Wayne County Soil and Water Conservation District AFOG Section Central Files - AWS960037 Prestage Farms Inc Northiaro maDapartm*fttofEnwroameata Qust. I DVsolofWater Ressurces 512 N. Ss';sbun St. 11+338 Ma Sera- Lentt_-r I Rae sh, Nortilh Caro"Aa 27S39�I .3£ 91R.7ci7 �D The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number ofacres 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 ofthe 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 ofsludge 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 betaken 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 lb/ac Application Rate 1000 gal/ac Minimum Acres Minimum Acres 5 Years Accumulation 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu Hay 6 ton R.Y.E. Soybean 40 bu 150 300 160 14.69 29.38 15 67 41.28 82.56 20.64 41.28 38.70 77.40 123.85 61.92 116.11 --- ---- ---------------------------------- - ------------------------------ '"""- - - - '--------------------- ----------------- 528944 Database Version 4.1 Date Printed: 05-04-2015 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate ofthe 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 StoraLie 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 1 135 1 2 180 1 3 180 1 4 180 1 5 180 1 6 180 1 7 149 1 8 180 1 9 150 1 10 119 1 11 164 1 12 133 2 1 102 2 2 161 2 3 180 2 4 180 2 5 149 2 6 180 2 7 180 2 8 180 2 9 180 2 10 149 2 11 180 2 12 149 * Available Storage Capacity is calculated as of the end of each month. ------------------------------------------------------------------------------------------------------------------------------------------------ 528944 Database Version 4.1 Date Printed: 05-04-2015 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 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, MRCS 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). --- -- ----------------------------------------------------------------------------------------------------------------------------------- 528944 Database Version 4.1 Date Printed: 5/4/2015 • 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. S. 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 grooving 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. --------------------------------------------------------------------------------------------------------------------------------------------------------- 528944 Database Version 4.1 Date Printed: 5/4/2015 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. ------------------------------------ ------------------------------------ -------------------------------------------------------------------------- 528944 Database Version 4.1 Date Printed: 5/4/2015 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. ------------------------------------------------------------------------------------------------------------------------------------------------------------- 528944 Database Version 4.1 Date Printed: 5/4/2015 Specification Page 4 Crop Notes The following crop note applies to field(s): HW 1 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high _ yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): HW 4 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. The following crop note applies to field(s): CP 3, HW 1 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 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. 528944 Database Version 4.1 Date Printed: 05-04-2015 Crop Note Page 1 of 5 The following crop note applies to field(s): HW 3, ITW 5, HW 9 Small Grain: CP, Mineral Soil, medium 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 1-1 112 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. The following crop note applies to field(s): HW 1, HW 2, HW 4, HW 5, HW 6, HW 7, HW 8 Small Grain: CP, Mineral Soil, medium 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. ncwEDMCDEOlDWR MAR 252019 water quality Regional Operations Section ---------------------------------------------------------------------------------------------------------------------------------------------------- 528944 Database Version 4.1 Date Printed: 05-04-2015 Crop Note Page 2 of 5 The following crop note applies to field(s): HW 4 Bermudagrass CP, 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 lb/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): CP 3, HW 1 Bermudagrass CP, 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 3 0 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 lb/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. 528944 Database Version 4.1 Date Printed: 05-04-2015 Crop Note Page 3 of 5 The following crop note applies to field(s): HW 3, HW 5, HW 9 Benmudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. 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 3 0 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 1001b/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/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): HW 2, HW 4, HW 5, HW 6, HW 7, HW 8 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. 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 lb/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. ---------------------------------------------------------------------------------------- ------------------------------------------------------ 528944 Database Version 4.1 Date Printed: 05-04-2015 Crop Note Page 4 of 5 The following crop note applies to feld(s): HW 1 Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. ------------------------------------------------------------ ------------------------------------------------------ ---------------------------------------- 528944 Database Version 4.1 Date Printed: 05-04-2015 Crop Note Page 5 of 5 vvtv� •• Department of Agriculture Wayne County, North Carolina 1t' N 19.1_T732 k 40, IP f f� f i V a 175 350 7 ' b ' Feet US DA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the pro rarm a,i wu Tract 732 2015 Program Year CLU Acres I HEL Crop 1 39.77 NHEL 2 2.5 UHEL 3 0.04 UHEL 4 12.74 UHEL Page Cropland Total: 39.77 acres Base Image Layer flown in 2014 Map Created January 07, 2015 Common Land Unit Cropland Non -Cropland QTract Boundary Wetland Determination Identifiers • Restricted Use 7 Limited Restrictions Exempt from Conservation Compliance Provisions ducerand/or the NAIP imagery. The producer accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Program., Wetland identifiers do not represent the size. shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS. =Y; Department of Agriculture Wayne County, North Carolina i 10 07 4 `'' 1 ws� e 0 1 1S USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the produ accents the data 'a9 Wand oecumnc it : �6. a —A Farm 9874 Tract 734 2015 Program Year CLU Acres HEL I Crop 1 27. 55 NHEL 2 0.84 NHEL 4 4.96 NHEL 7 8.91 NHEL 8 9.7 NHEL 10 12.3 UHEL 1110.58 NHEL Page Cropland Total: 61.96 acres Base Image Layer flown in 2014 Map Created January 07, 2015 Common Land Unit Cropland Non -Cropland =Tract Boundary Wetland Determination Identifiers • Restricted Use 0 Limited Restrictions Exempt from Conservation Compliance Provisions cerand/or the NAIP Imagery. The producer w � ::ic USDA return Service urgency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs. Wetland identifiers do not represent the size, shape• or specific determination of the a -a, Refer to your or';;iral determination (CRA-020 and attached map€) for exact boundaries and dkiierrninatiOrts or coislac: WRCti �— Department of Agriculture Wayne County, North Carolina IsrM� ■ �; wn 6 r a Farm 5800 Tract 7616 2015 Program Year CLU Acres HEL Crop 4 1.63 NHEL 5 3.18 NHEL 6 5.73 NHEL 7 4.42 NHEL 8 0.69 NHEL 9 1.37 NHEL 10 2.07 UHEL 11 31.78 UHEL 12 0.1 UHEL Page Cropland Total: 17.02 acres Base Image Layer flown in 2014 Map Created January 08, 2016 Common Land Unit : Cropland ' 7 Non -Cropland ,. QTract Boundary Wetland Determination Identifiers C, Restricted Use " 0 295 590 1,180 V Limited Restrictions Exempt from Conservation Feet Compliance Provisions USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Proqrams. Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original rfetPrmination (CPA-C26 vn". stncherl maps) four 3+c of be•un daries and determin:4101 5 Ora m:.ic I N'R•,S Wayne County, North Carolina Agriculture "w ♦ j f lip, ' r oil r•, J000Y. FT 1 II - � a 0!s * d4`ll NC191 77741 � r Farm 7713 Tract 741 2015 Program Year HEL Crop P NHEL 42.44NHEL NHEL NHEL 5 4.88 NHEL 6 1.42 UHEL 7 3.79 UHEL 8 0.37 UHEL Page Cropland Total: 19.86 acre; Base Image Layer flown in 2014 Map Created January 07, 2015 ar � 5 Common Land Unit Cropland Non -Cropland 'Tract Boundary A RIN Wetland Determination Identifiers Restricted Use w 5�r;'aJ`f I 0. 0 255 510 0 Limited Restrictions 8 Exempt from Conservation USDA FSA maps are for FSA Program administration only. This mCompliance Provisions ap does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer accepts the data as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs. Wetland Identifiers do not represent the size, shape, or speck determination of the area. Refer to youroriginal determination (C PA-028 and attached maps) for eract boundaries ,and detenmirafioris or contact N RCS, County FSA vvvuana uatermmaT[on 1Qentmers, utsmarmen. vvenana mentmets cio not represent the stze. shape. Restricted Use or specific determination ofthe area. Refer to your or(ginal Limtfed Reslrictlons detemtinatton (CPA•026 and attached maps) for exact wetland Acres Crop HE'L CRP 4-arm 7713 Tract 74'1 � boundaries and determinations, or contact NRCS. Exarn I Roar Conse rva I ion Cam iteixe P76NStorrs _ 2 9.34 N 3 2.44 N P' 4 2.65 N f'+ 5 9.88 N R r• f � +r i "r► 5 O a ti : r� � .'�rrr ySn1`a iilHt .,> ��! �'i'^ S'i �c� �- f / +�'�.�• Ah� - Y r ■y ��• 'g-i!/G; hcN F`�'lht=M1f'; . , t� R. - � S . - -n FS7.G.N r •n � ... ,', r Map for FSA purposes,,on.l Total Cropland Acres `0.58 0.5s X A L �� Anp: 0,07 IL OA3 Tract 732 0. �14 Tract 734 Tract 741 Tract 7616 T buffer acres 1 inCh-=,500'Jeet { Tract 732 buffer acres J I 3 t �o t� -" M, 6- Rlnchr=='300ifeet -� i zr 1 fJ• ' ' Tract 734 ® buffer acres I - N 1 :inch = 300 feet Phosphorus Loss Assessment Tool Completion Name of Facility: --:Tr 1 I et __ Facility Number: q(0 - 003 Owner(s) Name: � O k h 'Th a r r- 4 o o Phone No: ;. ct 14} 6R?7 — 3730 Mailing Address: 7 rnn JC� Do ; _ ((� C� _ } 0 0r ` � 0 Jive .N C Z S3 to S �'1VoCh�eck the appropriate box below, and sign at the bottom: L'�Jfields received a high or very high rating. ❑ Yes, the fields listed below received a high or very high rating: Field Number _ Size Acres _ Ratin i ,h or Vey Hi;h) Please use as many additional attachment forms (PLAT-A-12-15-05) as needed for additional fields. By completing the above section and any additional attachments and by signing this form, the facility owner and Technical Specialist acknowledge all application fields were evaluated using the Phosphorus Loss Assessment Tool. All necessary calculations were completed to conduct the Assessment. A copy will be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation. Waste plans with fields having a high or very high rating will have to be modified to address phosphorus loss by the next permit cycle beginning July, 2007. Owner Name:_ o A Owner Signature: Technical Specialist Name:_ A swe Date: 6�- Technical Specialist Signature: ��n,,,, Date: `��' Affiliation: Q o ►1 �' �% P� _ Phone No.- I9) 131—S2_91-EX+3 Submit this form to: NC Division of Water Resources Aquifer Protection Section Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, NC 27699-1636 PLAT-12-15-05 PLAT Used for Triple T WUP dated 5/4/15 ANAT Version: 1.98 _kT Results For: Wayne 5/4/2015 1:56:07 PM INPUTS lendar Year: 2015 unty: Wayne oducer Identifier: Triple T act Number: 732 eld Number: HW 1 it Series: WaB: Wagram loamy sand, 0 to 6 percent slopes op: Corn (Grain) : Conservation Tillage - minimum residue rtilizers: Swine -Lagoon liquid Yearly Applied Amount: 1.84 ac in Lb P205: 38.02 lb Application Method: All other surface applications it Loss: 1.9 t/ac/yr ceiving Slope Distance 300+ ft it Test 0" - 4" 138 19V Factor (USER) 1.24 it Test 28" - 32" 5 WV —Factor (USER) 1.34 Jrologic Condition: GOOD OUTPUTS �TICULATE P = 1 _UBLE P = 5 ' :'HATE P = 2 RCE P = 1 'Al,P RATING = 9 (LOW) w1v°s°on Phone: (919) 733.2666 Website: www.nt gov/agronomi/ ' Edgar G Thornton Report No, FY14 _ _037~ 7Sample ID: 4873 Recommendations: L1P°0e Page 4 of 7 Crop tonslacre Nutrients (lb/acre) _ story:1 -Bermuda hay/past., M ( 0.7 ) N P2Os K20 M 180-220 0 g S Mn Zn Cu B Information �� 2-Bermuda hay/past., h 0.0 150 p 0 0 180-220 0 150 0 0 0 Note: 12 Noted Test Results [units - WN in 9/crn3; CEC and Na in meq/100 cm3; NO3-N In mg/drift-- - - -- - ~ - - O 0 0 Note: 12 Note: HM% WN CEC BS% Soil Class: Mineral Ac pH P-1 K-I Ca% Mg% 0.76 1.24 5.0 69 1.6 5.5 155 Zn Al Cu-I Na ESP SS-1 NO3-N Sample ID: 4874 Recmmendatio ons: 35 56 g S-1 Mn-1 Mn-All Mn-AI2 Zn•1 Lime 33 8 22 22 47 47 128 0.1 2 Lime Histo _ Crop Nutrients (lb/acre) _ - 1 -Bermuda haylpast. M (tons/acre) N P205 - - 0.7 180-220 0 1K60 09 S Mn More 2 - Bermuda hay/past., N 0.0 Zn Cu B Information 180-220 0 0 � 0 p 0 Test Results [units - WN in g/cm.; CEC and Na in meq/100 cm3; NO3-N in mg/drrr3]: 160 0 0 � 0 Note: 12 Note: 0 0 Note: 12 Note: I IM% WN CEC BS% Ac Soil Class: Mineral pN P-I K-I Ca% Mg% S-I Mn-I Mn-All Mn-Al2 Zn•I Zn-AI Cu-1 0.81 1.26 4.3 62 1.6 5.5 _ Na ESP SS4 Sample ID: 4875 _ -139 32 48 11 35 5 20 NO3-N Recommendations: Lima --- Lime 20 36 36 107 0.1 2 Crop (tons/acre) �9 Nutrients (Ib/acre) - History- �- 1 -Bermuda hay/past., M 0.7 PZOa K20 - - - More 180-220 0 Mg S Mn Zn Cu - 2- Bermuda hay/past., h 0.0 150 0 0 $ 0 0 1 Information - - _ _ 180-220 0 150 0 0 0 Note: 12 Note: Test Results [units - WN in g/cm3; CEC and Na in °neg1100 cm3; NO3-N in mg/drvr3]: ~ - -- - -� -- - - - - 0 _Note: 12 Note: NM% WN CEC BS°j° Ac Soil Class: Mineral - - - --- - - - pR P-1 K-1 Ca% Mg% S-I Mn-I Mn-All Mn-AI2 Zn-I Zn-AI Cu-I 0.76 1.22 3.9 60 1.6 5.5 147 34 44 12 32 9 Sample ID: 732 -- - Na ESP SS -I NO3-N 1, Recommendations: Lime -`- �= 22 22 55 55 Crop - Nutrients (Ib/acre) _`� 125 0.1 3 Lime History 1 -Soybean M (tons/acre) N P2Os K20 - - - 0.8 g S Mn More - 2-Com,grain 0 Zn Cu 0 80 0 0 B Information 0.0 120 -160 0 80 10 0 0 0 Note: 3 Test Results [units - W/V in g/cm3; CEC and Na in megM00 crn3; NO3-N in mg/dm3]: 0 0 -- - ---- -0 0 HM% WN CEC BS% Ac - 0 Note:3 Note: Soil Class: Mineral PH P-I 28 Ca°10 Mg% S-1 Mn-I Mn-All Mn AI2 Zn-I 0:76 1.24 3.5 -- 53- -- -1.6 5,4 138 28 Zn-AI Cu-i Na ESP SS-1 NO3-N - 37 12 31 5 - 13 20 32 - - - 32 103 0.0 Edgar G. Thornton 4_ y "'cagr-gov/agronomi/ Report No, FY15-SL031098 �111111tlnaations: • Lime Lime History: Crop -- Nutrients (ib/acre) Page 3 of (tons/acre) N P206 K20 M . 1 -Bermuda hay/past., M p,5 9 S More 2 _ 180-220 130 160 0 Mn Zn Cu B Information Test Results [units - WN in g/cnr ; CEC and Na in meq/100 cros; NOs-N in mg/drr►�]; - - - - 0 0 0 Notes: 12 Note: HM% W/�/ CEC BS% 50,1 Class: Mineral - - - Ac pH P-1 K-1 Ca% Mg% S-I - -- 0.04 1.38 2.4 68 0.8 Mn-I. Mn-All Mn-Al2 Zn-I Sample ID: 80724 4'9 5>g 40 22 Zn-AI Cu-1 Na Recommendations: - 69 g 22 ESP SS.I Nos-N Crop Lime 26 26 20 0.1 4 Lime History: (tons/acre) _N Nutrients (lb/acre) _ 1 - Bermuda hay/past., M 0.5 P20s K20 Mg S More 2 - 180-220 130 170 Mn Zn Cu g _ _ 0 p � 0 Information � Test Results [units - WN in g/crrr�; CEC and Na in meq/100 cm3 - - ` - -- - - - - -- -- - - - $ 0 Note: 12 Note: HM% WN ; NOs-N in mg/drn3]: - - - - - - - - - - - - - - - _ CEC BS% Ac pH P-1 Soil Class: Mineral - - --- - 0.04 1.34 K.I Ca% Mg% S-1 Mn-I Mn-All Mn-AI2 Zn-I 2.0 62 0.8 4.9 _ 5 Zn AI Cu-I Sample ID; 732 Recommendations: 27 36 20 72 10 Na ESP SS -I NOs-N Lime 23 27 27 t +(J�e Crop Nutrients (lb/acre) 18 01 5 Lime History: 1 -Soybean (tons/acre) N P205 0.5 Kz0 Mg S More 2 - 0 130 8D Mn Zn-- --CU B _ 0 p 10 0 Information Test Results [units - W/�/ in g/cO; CEC and Na in meq/100 cnr3• 0 0 Note: 3 HM% WN , NOs-N in mg/dO]: - - 0- CEC BS% Ac pH P- Sail Class: Mineral - - 0.04 1.34 I K-I Ca% Mg% S-1 Mn-I Mn-AI1 Mn-AI2 Zn-1 Zn AI Cu.1 2.3 _ - 67 - _0.8 - - 4.9 - - 5 - 28 39 22 - _ -_ _ - -- 72 9 15 Na ESP SS=1 NO3-N — -- 1-5- 31 31 29 0.1 4 1�_j 2) local S WCD office, phone number: a _� 3' S�`0 3) local NRCS office, phone number: R SaV 4. 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. Name: b. Phone: 7. Implement procedures as advised by DWR 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. 3 November 23, 2016 Insect Control Checklist:for. Animal Operations Source Cause BMPs to Control Insects Site Specific. Practices _ Liquid ;N-stems Flush gutters Accumulation of solids Flush system Js designed and operated sufficiently to remove accumulated solids from gutters as designed 0 Remove bridging of accumulated •solids at ,F discharge Lagoons and pits Crusted solids Excessive vegetative • Decaying vegetation growth Feeders • Feed spillage Maintain lagoons, settling basins and pits where Pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 to 8 inches over, more than 30. percent of surface Maintain vegetative control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. 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- to 10- Ilday interval during summer; 15- to 30-day interval during winter) AMIC - November 11, 1996, page 1 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Feed storage Accumulations of feed Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by ensuring drainage is away- from site- and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products) O Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed Animal holding areas Accumulations of animal O Eliminate low areas that trap moisture along fences wastes and feed wastage 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 O Remove spillage on a routine basis (e.g., systems wastes 7- to 10-day interval during summer; 15- to 30-day interval during winter) where manure is loaded for land application or disposal 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 more information contact: Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC - November 11, 1996, page 2 Swine Farm Waste Management Odor Control Checklist Source Cause. BMPs to Minimize Odor Site Specific Practices Farmstead Swine production Vegetative or wooded buffers Recommended best management practices J' Good judgment and common sense Animal body • Dirty manure -covered P� Dry floors, surfaces animals Floor surfaces • Wet manure -covered floors Slotted floors O Waterers located over slotted floors F eeders at high end of. solid floors 9--scrape manure buildup from floors Underfloor ventilation for drying Manure collection • Urine Frequent manure removal by flush, pit recharge, pits . Partial microbial or scrape decomposition 0 Underfloor ventilation Ventilation exhaust • Volatile gases Fan maintenance fans • Dust Efficient air movement Indoor surfaces • Dust Washdown between groups of animals ❑ Feed additives O 'Feeder covers O Feed delivery downspout extenders to feeder Flush tanks Agitation of recycled lagoon 0 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 AMOC - November 11, 1996, page 1, Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Pit recharge points Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with liquid while pits are filling anti -siphon vents Lift stations Outside drain collection or junction boxes End of drainpipes at lagoon Lagoon surfaces • Agitation during sump tank 0 Sump tank covers filling and drawdown • Agitation during wastewater 0 Box covers conveyance • Agitation during wastewater 0 Extend' discharge point of pipes underneath conveyance lagoon liquid level • Volatile gas emissions A Proper lagoon liquid capacity . • Biological mixing Correct lagoon startup procedures • Agitation O Minimum surface area -to -volume ratio 0 Minimum agitation when pumping O Mechanical aeration 0 Proven biological additives Irrigation sprinkler • High pressure agitation eq Irrigate on dry days with little or no wind nozzles . Wind drift Minimum recommended operating pressure 0 Pump intake near lagoon liquid surface 0 Pump from second -stage lagoon Storage tank or Partial microbial O Bottom or midlevel loading basin surface decomposition O Tank covers • Mixing while.filling • Agitation when emptying O Basin surface mats of solids O Proven biological additives or oxidants AMOC - November 11, 1996, page 2 Swine Farm Waste Management Odor Control Checklist Source Cause _ BMPs to Minimize Odor Site Specific Practices Settling basin surface Partial microbial O Extend drainpipe outlets underneath liquid level Manure, slurry, or sludge spreader outlets Uncovered manure, slurry, or sludge on field surfaces decomposition • Mixing while filling • Agitation when emptying • Agitation when spreading Volatile gas emissions Volatile gas emissions while drying C3 Remove settled solids regularly Soil injection of slurry/sludges O Wash residual manure from spreader after use 0 Proven biological additives or oxidants O Soil injection of slurry/sludges O Soil incorporation within 48 hours O Spread in thin uniform layers for rapid drying O Proven biological additives or oxidants Dead animals Carcass decomposition Proper disposition of carcasses Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits pits O Proper location/construction of disposal pits Incinerators • Incomplete combustion 0 Secondary stack burners Standing water • Improper drainage Grade and landscape such that water drains away around facilities . Microbial decomposition of from facilities organic matter Manure tracked onto • Poorly maintained access Farm access road maintenance public roads from roads d farm access AMOC - November 11, 1996, page 3 Additional Information: Swine Manure Management; .0200 RuleBMP Packet Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88 Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet Controlling Odors from Swine Buildings; PIH-33 Environmental Assurance Program; NPPC Manual Options for Managing Odor; a report from the Swine Odor Task Force Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Available From: NCSU, County Extension Center NCSU— BAE NCSU— BAE NCSU— BAE NCSU— BAE NCSU— BAE NCSU— Swine Extension N.C. Pork Producers Assoc. NCSU Agricultural Communications Florida Cooperative Extension AMOC - November 11, 1996, page 4 f stance Y • STEADY nearest residence as r deny C.'�iClrriy: �awne (r STATE �I'�E �H �� (Other t1-,ar, owner): ; Date. e ,I Sows t �, wn r-)• cis parr try -w 7._ N � ar-�_r f j MOM feet 3,j � ;ri sd hlSFr) ra s,;,ws f l sh 1 roc, feeder- y v �'ea, f (par „ 3 '�r,1 c�rrfeeder) ' w�arry x�1,7 1 E,-• e e Qz-Z _ "`llh./X�l ,�L ST ��� j 4:� � llf�s =. Cr Jl1 1''E 1 6s , VolE,�TPj TgTE Lz�� 1�E l �t,�• ,r ' l !-t ffi _ EhjT {.ff �L, r .X�jHT f n y rt 1 V n r f r- `' a �ftr � r1 �,. ; r "� �''Ci � � � r r'�E � a'�l_!�-! 3 _ f � l , STf j f,flffr f�f t �S�>tt _%u:=�C;� yr �1E G._ -CCU �n r' .� Vol-Ui-r j,r` `'z��L•1_ a �fr,crr� '� "3 /p ! Jneo T, r t�ES.t'C/J ,,„ '�tl`t cubic feet T(,rha "ter-Ftr '� v � fr?et . "sidea "fr top Wner- Top e F.I.-� ` it. '09th raj % v s rrti rtit! `d l x rje4fatlr;,r 1 rrEt efrrr,a�r� sludge t ri, c f f:3r, ! Tc�4 • ' Inside r� s needed, storage., sea % i1,",�1 ,y j,� E,,_ „ S�ifF�1�'��ri [ylayl r'�1t:,� �� SICy� ��ei''C' Width Totalwater design 'f table O/eva ti).(3 pe- 1:rrir' L f �rr�)r P$7 SS�E�j1x � urr,�, us % rr % ,_rr, 3g 7 4Z.0 P e !l a `i 'rr y F; /EN . srrr,r f , f s i -' `' AFE, q GF ~ , S"Saw QW.Tr 1-1Tr gip, 2. I-L' aT,-i Y YAJID. - • � � r 14 ARE _r I-E _-r Ohl ?T LpyG7'H moose TIf`r 4 x fJF �S`AT�-ETJf TA` � ION) - +>~, A o�r `IrS�Gh"lUS EVIL �f 1 ZlT`r;I!wq+� 3 � ?x 5C) ;0 C1J, PT. i Operator -:Glenn Dauahitry county: Wayne Distance to nearest residence (OtherDate; 05/27/92 STEADY STATE than Owner): 1• 200.0 feet LIVE WEIGHT D saws (farrow ow to finish) 0 Sows (farrow to feeder) 3675 head " 1 17 (�,s . _ tfinishin;� only) �: 5...�. _^ �? lhra 0 saws r22 this. _t (farrow to wean) '' 5 its. 0 Its head a,j 1-'--' (wean to feeder) ;' 4-3j l`!s. 4961Z5 Ibsv LIVE - TOTAL STEADY STATEr 0 t t,s �--= �_. MINIMUM REQUIRED TREATMENT VOLUME WEIGHT t SSI_Ihl 3 LUME t:U= LAGOON 49612, I b s Volume Treatment lbs. SSLW " Treatment `-IufLrr)f1-. ! o f A r . feet t' . b. SSLk; _. STORAGE VOLUME FOR SLUDGE ACCUMULATION LATIrIr) Volume _ 0-0 7.0 Cubic ` C 1=I c feet s"U.ner requests eau evis no oT-Ttt ES1GN VOLUME Sludge .isdg Willz storage. Inside top length kA removed as needed. „ Top Of dike ~00-0 feet Freeboard elevation �Tnsiye ta 1,0 feet 43.0 feet rw idth Total design 9 n1de sIfp£5 IXafcnJrl feet lagoon eet ta�;�rliquid level at el a `ja]51" .tInsiyer'(tamOfIa'oorelevationSeasonal 30.0fe=t 42.0 feet high table elevation Las Trot;±,. t design �,-r � feet: volume using pr-ismoidat formula SS/END1 SS/END; SS/SID E1 5 S . S/SIDEL_LENGTH 2.5 2.5 95. }WIDTH DEPTH 15 fr . + �-. • f } AREA OF TOP LENGTH * WIDTH = 77962.5 AREA OFE;r_ BOTTOM -.... (AREA OFT�-ii^ r r , r_rM LENGTH WIDTH = 435.0 97.F. 42412.5 (AREA ! iF aO - i AREA OF MIDSECTION TTr .t: ) LENGTH * WIDTH * 4 7!51_?.0 (AREA '-=�1. FT- ..- CAREq �._. .. r•:�A OF MIDSECTION 7A f_ ;_ q r ....A MIDSECTION) -r- AREA �;r_ T 071 _ 0 , r} 1 Ti�1M 7 DEF'1 l-1:'r-. LAG VOLUME OF rrr=r 4Z412.5 N AT TOTAL DESIGN LIQUID 7I5''.0 LEVEL = c?5�a c,U, FT. F . TEMPORARY STORAGE REQUIRED DRAINAGE AREAe Lagoon (top of dike) Length * Width = 500.0 162.5 81250.0 square feet i Buildings (roof and lot water) Lenoth * Width = 500.0 2.5 1250.0 square feet TOTAL DA=2500.0 square feet Design temporary storage period to be 180 days. 5A. VPeiiti't`ie of waste produced Approximate da i l', production _ manure i i"i . L1`- i.._W 0.00136 e_ i e f 1 es'!= i! SSLW Volume 496125 LI_es. SSLW * CF of Waste/Lb./Day 180 day Volume = 121157 cubic 'Feet i 5B. Volume of was,! 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 r ec i rcu l :_e'(_ the lagoon 'water are accounted for in 5A. 1tu I ume = 0.0 gallons/day � Volume = 0.0 cubic feet 180 days storage/7.48 gallons per CF 5C. - Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount, 180 days excess r'a. i nfa.l l - 7.0 inches Volume 7.0 in * DA 12 inches .- foot Volume = 4SIZ5.0 cubic feet L�-- 0 5D. Volume of Z5 year - 24 hour- storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 48125.0 cubic feet L-� TOTAL REQUIRED TEMPORARY STORAGE 5A. 121157 cubic feet 5P. 0 cubic feet 5C. 4S1._5 cubic fees: 5D. 48125 cubic feet TOTAL 217407 cubic feet 6. SUMMARY Total required volume 71 _'532: cubic -Pee Total design volume ava i I . 715050 cubic feet Min. req. treatment volume plus sludge accumulation 496125 cubic f At elev. 39.0 feet s Volume is 49 5619 cubic feet (end pumping) Total design volume less 5y-r--24hr- storm is 66t}9'� 5 cubic feet At elev. 41.3 feet ; Volume is 661273 cubic feet ( start pumping Seasonal high water table elevation 38.7 feet 7. DESIGNED LAY : Lt..dri APPROVED ;`JED BY: 101/ DATE; DATE e C- J'- ;j7, f NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 7 I System Calibration Information presented in conditions _with relative) manufacturer's charts are over time as e y new equipment. Dischargrates nd a p aver, e tends to reduce ouipment gets older and components g operation peratin ponents wear In pplication rates change an increase in the g pressure and flow. With continued use particular, decreasing the wetted diameter. zzlo penin pump wear 9 which will increase the nozzle Wear results in discharge rate while You should be will alter the aware that operating the system differently than ass willalter uniformity. application rate, diameter of coverage, assumed in the design For example; operating the s g and subsequent) droplets, greater potential for system with excessive Y the a Clogging of nozzles can result. in pressure in application and• accelerates. wear pressure results in smaller mainlines will reduce o of the s reduces the coverage operating. crease. Plugged intakes or sprinkler nozzle a pressure. Operating below ►Ystallization of 9 diameter and application uniformity.' design pressure greatly For the above reason Proper application ratesoandhunllfdo mitbrate your equipment quiet I - on a regular basis to ensure the a Y Calibration at least once eve Calibration involves collectin application area. g and measurin IY three years is determine the a Any number of containers can in used ttseveral locations in graduated s application rate. Rain gauges tale from which to read the a collect flow and g work best because the additional calculations. amount without havinead openin However, application Y have a transferred to a scaled container can fbe. Us, plastic buckets it o perform used provided the liquid collected with a uniform or measuring. can be easily For stationary sprinklers, collection containers s the application area at several distances from sprinklers. should be should be located random) located along a transect A inklers. Y throughout collection containers 25 feet a For traveling Hart along theetransect on both direction o guns' sprinklers should compute the average pull. Set out a windless day g application rate for all nonuniformit of theof ha concern. y� variation between containers of y gun cart. You You should contact our irrigation dealer or than 30 application On percent is cause for cal specialist for assistance.' "Reprinted for Certification Training for Operations of Animal Wa ste M'ana9ement Systems Manual 1 OPERATION & MAINTENANCE PLAN It is especially important to manage Yea' priority. periods. management should be a Y extended rainy and wet p Proper lagoon you do roblems during Crop is levels so that you d° not have p lagoon for periods when the receiving elis'such as a or when there are extended rainy ln ►ant growth in the Maximum storage capacity should be available in thewhen dormant (such as wintertime for bermudagralhi ement plan should be done o. 7 to a farm waste manamake storage space available d torm season in the summertime. Thls means that at; the first sign e thunders spring. irrigation a This later winter 1 earlynyenough to receive lagoon liquid. fall the lagoon should be pump whenever the land t dry periods In the late summer 1 early a Every effort should be made in the lagoon for future wet p to allow for winter storag as the weather and waste down to the low marker (see Figure e o maintain the lagoon close to the minimum liquid level as long t to irrigated does utilization plan will allow it. a capacity before starting lagoon for extended wet periods. OVe�ow from the lag for until the lagoon has reached its maximum storage state law and subject to penalty Waiting excess water during not leave room for stori25-year, 24-hour storm is a violation of any reason except action. lagoon involves the following: rass The routine maintenance of a vegetal cover for the dam. Fescue or common bermued Maintenance of a etation should be fertilized e are the most common vegetative covers. The veg tactical to obtain a vigorous stand. The amount of fertilize applied year, W needed, to maintain a vig areas should be lagoon embankment and ding should be based on a soils tgest, but in the event tht it is rin P soils test each year, the fertilized with 800 pounds per acre of 10-10-10, or equivalent.be done by This may This in or a combination of these practices. Brush and trees on taz nembankment m ahopP eg, must be confoltwice in years that weather mowing, spraying, gr year and possibly should be done at least once a ve vegetative growth conditions are favorable for heavy g spraying, a la oon that are treating the waste. NOTE: If vegetation is control led bythe herbicide must not: be allowed to enter the lagoon water. Such chemicals could harm the bactid be made during the initial bfillli cheof the lagoon cked should lagoon should Items to Maintenance inspect �O and aftethe rntireMaland stormevents. and at least monthly the following: -- include, as a minimum, Recycling Pipes,and Overflow Pipes look for: Waste Inlet Pip85, Re 1. separation of j 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 2 Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment -- look for: .1. settlement, cracking, or "jug" holes 2. side slope stability -- slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused. by wave action. If wave action causes serious damage to- a lagoon sidewalk, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary. fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps -- check for proper operation of. - I. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment- failure. You should perform your pumping system. maintenance at a time when your lagoon is at its low level. This will allow some safety time -should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. . • Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. if technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded withsludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological 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 washdown through proper maintenance and water conservation. • Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the. lagoon. Management: • Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. • Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (Figure 2-1). • Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late.summer 1 early fall to provide maximum lagoon storage for the winter. • The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. • Don not pump the lagoon liquid level lower than the permanent storage level unless you are removing sludge. • Locate float pump intakes approximately 18 inches underneath the liquid surrace and as far away from the drainpipe inlets as possible. • Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. • Frequently remove solids from catch basins at end .of confinement houses or wherever they are installed. • Maintain strict vegetation, rodent, and varmint control near lagoon edges. • Do not allow trees or large bushes to grow on lagoon dam or embankment. • Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. • If animal production is to be terminated, the owner Is responsible for obtaining and .implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: Wi • proper lagoon sizing, • mechanical solids separation of Flushed waste, • gravity settling of flushed waste solids in an appropriately designed basin, or • minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: • have more nutrients, • have more odor, and • require more land to properly use the nutrients. Removal techniques: • Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large - bore sprinkler irrigation system onto nearby cropland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil -test phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and` other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping; and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: • Modification of the lagoon structure -- an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels -- high levels are a safety risk. • Failure to inspect and maintain the dam. • Excess surface water flowing into the lagoon. • Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of.wastewater and possible dam failure.