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HomeMy WebLinkAbout820103_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 verift all information and make any necessary corrections below. Application must be signed and dated by the Permittee. I . Farm Number: 82-0103 Certificate Of Coverage Number: AWS820103 2. Facility Name: Sue Butler Farm 3. Landowner's Name (same as on the Waste Management Plan): Sue W Butler 4. Landowner's Mailing Address: 10475 N US H%% � 421 City: Clinton State: NC Zip: 28328 Telephone Number: 910-564-6604 Ext. E-mail: 5. Facility's Physical Address: 308 Elwood Rd City: Clinton State: NC Zip: 28328 6. County where Facility is located: Samson 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): M=hy-Brown LLC 10. Operator Name (OIC): Sue W. Butler Phone No.: 910-564-6604 OIC #: 19309 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine - Feeder to Finish 3,672 Operation Tvi)es- Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses Wean to Feeder Dairy Heifer Laying Chickens Horses - Other Farrow to Finish Milk Cow Pallets Sheep- Sheep Feeder to Finish Dry Cow Turkeys Sheep - Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poul Gilts Other Non Laying Pullet n'001 Other Layers J .� IVIOV opela", 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, Unknovm) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) o %03o 1990 1497246-00 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), siy_iq ed b,� the owner and a certified technical sp ecialist, containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, 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: .5� V/ el _�_ Title: ek I e-,— r Signature: 14 LJ Date: Name: Title: Signature: Date: Name: Title: Signature: 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 Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Sue Butler Hog Farm Sue Butler 10475 N US HWY Clinton, NC 28328 910-990-0133 11-14-2009 This plan has been developed by: Greer Moore Clear Run Farms Consulting Services PO Box 338 Harrells, NC 28444 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. Plan Approved By: '4' Technical Specialist Signature Date --------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: 11-14-2009 Cover Page I Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 7840 Incorporated 13464 Injected 14828 Irrigated 8522 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 17,301.13 6,910,782 -3,506,838 Year 2 16,718.22 6,677,943 -3,273,999 ---------- ---- NOW-: --- 1�-sou-ne—ID—, S--m-e-a-ns- iiin-d-ir-d-s-our-c-e,- -U-m-e-a-n-s-u-se-r-d-e-fi-n-c-d-s-ou-r-c-e --------------- ------ 261674 Database Version 3.1 Date Printed: 11-14-2009 Source Page I of I The Itrigation Application Factors for each field in this plan are shown in the following table. Infiltratim rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Application Rate Application Amount Tract Field Soil Series (inches/hour) (inches) 10163 1 Faceville 0.40 1.0 10163 10 Wagrain 0.60 1.0 10163 11 Wagram 0.60 1.0 10163 12 Wagram 0.60 1.0 10163 13 Wagram 0.60 1.0 10163 14 Wagram 0.60 1.0 10163 15 Wagram 0.60 1.0 10163 16 Autryville 0.60 1.0 10163 17 Autryville 0.60 1.0 10163 18 Autryville 0.60 1.0 10163 19 Autryville 0.60 1.0 10163 2 Faceville 0.40 1.0 10163 20 Autryville 0.60 1.0 10163 3 Faceville 0.40 1.0 10163 4 Faceville 0.40 1.0 10163 5 Faceville 0.40 1.0 10163 6 Rains 0.40 1.0 10163 7 Goldsboro 0.50 1.0 '0' 8 Faceville, *0.35 1.0 IOE10163 163 9 lWagram 0.60 1.0 ") I r%-+- I 1 11 A MAAA 1AV T).-- I -C I The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge I Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu ISO 13.16 46.03 92.07 138.10 Hay 6 ton R.Y.E. 300 26.32 23.02 46.03 69.05 Soybean 40 bu 160 14.04 43.16 86.31 129.47 --------------------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: 11-14-2009 Sludge Page I of I The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available Wa.qteStnrqPf- ("Pinsw-itv Source Name [Swine Feeder -Finish Lagoon Liquid Desi�n Storage Capacit� (Days) Start Date 19/1 180 Plan Year Month Available Storage Capacity (Days) 1 1 114 1 2 131 1 3 180 1 4 180 1 5 180 1 6 180 1 7 180 1 8 180 1 9 180 1 to 180 1 11 180 1 12 174 2 1 171 2 2 171 2 3 M 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 174 2 11 159 2 12 1 140 * Available Storage Capacity is calculated as of the end of each month, --------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: 11-14-2009 Capacity Page I of I The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shoum, where avai lab le. Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index(LI) Soil Series Crop Sequence RYE 10 - 163 -M 1 2.68 2.68 N/A Faceville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Posture 6.0 Tons 10163 10 1.641 1.64 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 10163 11 2.98 2.98 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 10163 12 3.721 3.72 N/A lWagram Corti, Grain 75 bu.' Wheat, Grain 40 bu. Soybeans, Manured, Double Crop 23 bu. 10163 13 5.77 5.77 N/A Wagram Corn, Grain 75 bu. Wheat, Grain 40 bu. Soybeans, Manured, Double Crop 23 bu. 10163 14 5.77 5.77 N/A Wagram Corn, Grain 75 bu. Wheat, Grain 40 bu. Soybeans, Manured, Double Crop 23 bu. 10163 15 5.77 5.77 N/A lWagran, Small Grain Overseed 1.0 Tons Hybrid Bertnudagrass Pasture 5.5 Tons 10163 1 -16 5.75 5.75 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 10163 117 5.77 5.77 N/A jAutryville Small Grain Overscod 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 10163 '18 5.12 5.12 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bcrmudagrass Pasture 5.5 Tons 10163 19 3.46 3.46 N/A Aut"11c Corn, Grain 85 bu- Wheat Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 10163 % 2 3.671 3.67 N/A lFaceville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 10163 20 3.20 3.20 N/A Autryville Corn, Grain 85 bu. Wheat, Grain 45 bu._ Soybeans, Manurcd, Double Crop 25 bu. 10163 3 1 5.021 5.02 N/A Faceville Small Grain Overseed 1.0 Tons II Hybrid Bermudagrass Pasture 6.0 Ton� T%--1----- xr-'- I I ".f. T)A.t�A A nwmin Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index(LI) Soil Series Crop Sequence RYE 10163 4 3.01 3.01 NIA Faceville Corn, Grain 115 bu. Wheat, Grain 60 bu.1 Soybeans, Manured, Double Crop 39 bu. 10163 5 7,321 7.32 N/A Faceville Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 38 bu. 10163 6 5.85 5.85 N/A Rains Corn, Grain 125 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 37 bu.1 10163 7 3.55 3.55 N/A Goldsboro Corn, Grain 130 bu. Wheat, Grain 65 bu. Soybeans, Manured, Double Crop 38 bu. 10163 8 1.631 1.63 N/A FaccAlle Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 38 bu. 10163 9 1.90 1.90 N/A Waggrarn Corn, Grain 75 u. I Wheat, Grain 40 bu. LSoybeans, Manured, Double Crop 23 bu.1 PLAN TOTALS: 83.58 83.58 _LI Potential Leachin�� Technical Guidance < 2 Low potential to contribute to soluble None nutrient leaching below the root zone. >=- 2 & Moderate potential to contribute to Nutrient Management (590) should be planned. <-- 10 soluble nutrient leaching below the root zone. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency > 10 should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (39 1). TIf.k... 17-;­ 2 1 T'S.+. DAM.A A I I ) n n i n The Wasi otilization table shown below summarizes the waste utilization plan tor this operation. This plan provides an estimate of the number ofacres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure other by-products, commercial fertihzer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table Year I Tract Field Source ID Soil Series Total Acres use. I Acres Crop RYE Applic. Period "itrogen PA Nutrient ReqId Obs/A) C=M Fert. Nutrient Applied Obs/A) Res. Obs/A) Applic, Method Manure PA Nutrient Applied Obs/A) Liquid ManumA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure AppNed (F ic ld) N N N N 1000 gal/A Tons 1000 gals tons 10163 1 S7 Faceville 2.681 2.68 Small Grain Oversced 1.0 Tons 10/1-3/31 50 0 0 Iffig. 50 19.9,7 imo 53.53 0.01 10163 1 S7 Faceville 2.68 2.69 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 200 0 0 hrig. 200 79.99 0.00 214.10. 0.01 10163 10 S7 Wagram 1.64 1.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.971 0.00 32.751 0.01 10163 10 S7 Wagram 1.64 1.64 Hybrid Beffriudagms Pasture 5.5 Tons 3/1-9/30 202 0 0 Errig. 202 80.691 0.00 132.33 0.01 10163 11 S7 Wagram 2.981 2.98 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 59.52 0.01 10163 11 S7 Wagram 2.98 2.98 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 irrig. 202 80.69 0.00 240.451 0.01 10163 12 S7 Wagram 3.72 3.72 Com, Grain 75 bu. 2/15-6/30 92 0 20 Irrig. 72 28.76. U( 106] 99 0.01 10163 1 12 S7 Wagram 3.72 3.72 Wheat, Grain 40 bu. 9/1-4/30 93 0 0 Errig. 65 26.00 0.0( 96.73 0.01 10163 13 S7 [Wagram 5.77 5.77 Com, Grain 75 bu. 2/15-6/30 92 0 20 Irrig. 72 29.76 0.0( 165.94 0.01 10163 13 S7 wagram 5.77 5.77 Wheat Grain 40 bu. 9/14/30 93 0 0 Irfig. 65 26.00 0.00 15D.04 0.01 10163 14 S7 Wagram 5.77 5.77 Com, Grain 75 bu. 2/15-6/30 92 0 20 Irrig. 72 28.761 0.00 16S.94 0.01 10163 14 S7 Wagram 5.77 5.77 Wheat Grain 40 bu. 911-4/30 93 0 0 Inig. 65 26.00 0.00 150.04 0.04 10163 15 87 Wagram 5.77 5.77 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 J0,00 115.24 0.01 10163 is S7 Wagram 5.77 5.77 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Mg. 202 80.69 O.W 465.561 0.04 10163 16 S7 lAutryville 5.751 5.75 1 Small Grain Ovcrsced 1.0 Tons 1011-3131 so 0 0 h-rig' 50 114.94 0.01 10163 16 S7 lAutryville 5.751Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 1 0 Irrig. 202 463.95 0.01 Prev Database Version 3.1 Date Printed: 4/12/20 J WUT Page 1 6 Waste Utilivi Table N�v Sol Tract Field 1 10163 17 5 10163 17 S 10163 is S 10163 18 S 10163 19 S 10163 19 S 10163 2 S 10163 2 S 10163 20 S 10163 20 S 10163 3 S 10163 3 S 10163 4 S 10163 4 S 10163 5 S 10163 5 S 10163 6 S 10163 6 S 10163 7 S 10163 7 S 10163 8 S 10163 8 S' fee Total Use. Soil Series Acres Acres Crop 7 Autryville 5.77 5.77 Small Grain Overseed 7 Autryville 5.77 5.77 Hybrid Bermudagrass Pasture 7 Autryville 5.12 5.12 Small Grain Overseed 7 AutFyville 5.121 5.12 Hybrid Bermudagrass Pasture 7 Autryville 3.461 3.46 Com, Grain 7 Autryvilte 3.461 3.46 Whcat� Grain 7 Faceville 3,671 3.67 Small Grain Overseed 7 Faceville 3.67 3.67 Hybrid Bermudagrass Pasture 7 Au"ifle 3.20 3.20 Com, Grain 7 Autryville 3.20 3.20 Wheat Grain 7 Faceville 5.021 5.02 Small Grain Ovcrseed I Faceville 5.02 5.02 Hybrid Bermudagrass Pasture 7 Faceville 3.01 3.01 Com, Grain 7 Faceville 3.01, 3.01 Wheat, Grain 7 Faceville 7.321 7.32 Com, Grain 7 Faceville 7.32 7.32 Wheat, Grain 7 Rains 5,85 5.85 Com, Grain F Rains 5.85 5.85 Wheat, Grain i Goldsboro 3.551 3.55 Com, Grain Goldsboro 3.551 3.55 Wheat; Grain Faceville 1.63 1.63 Com, Grain Faceville 1.631 1.63�ffhcat, Grain 4r Nitrogen C=m. Res. Manure Liquid Solid Liquid Solid PA Fert. Obs/A) PA ManuIcA Manun; Manwe Manure Nutrient Nutrient Nut"'nt PPhcd APPECd APPIOd Applied ReqId Applied Applied (acre) (acre) (Field) (F irld) Obs/A) Obs/A) Obs/A) Applic. Applic, 1000 RYE Period N N N Meftd N gal/A Tons 1000 gals tons LOTOns 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 115.24 0.01 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.69 o.00 465.56 0.01 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0A 102.26 0.01 5.5 Tons 3/1-9/30 202 0 0 krig. 202 80.69 O-N 413.121 0.01 85 bu. 2115-6/30 104 0 . 20 Irrig. 84, 33.55 0.00 116.09 1 0.0( 45 bu. 9/1-4/30 104 0 0 Irrig. 73 29.08 o.00 100.61 0.01 1.0 Tons 10/1-3/31 50 0 0 Iffig. 50 19.97 0.00 73.30. 0.01 0 Tons 3/1-9/30 200 0 1 0 Iffig. 200 79.89 o-ou 293.19 0.04 85 bu. 2/15-6/30. 104 0 20 Iffig. 84 33.55 0.00 107.37 00 45 bu. 9/1-4/30 1 104 0 0 Iffig. 73 29.08 0.00 93.05 0.01 .0 Tons 10/1-3/31 so 0 0 -1 Irrig. 50 19.97 000 100.26 O.Of ..0 Tons - 3/1-9/30 200 0 0 I:g. 20( 79.89 0.00 401.04 0.0( 115 bu. 2/15-6/30 128 0 20 Irrig. -108"1 43.14 0.00 129.85 0.01 60 bu. 9/1-4/30 121 0 0 Irrig. 95 33.83 0.00 101.841 0.01 115 bu. 2/15-6130 128 0 20 Irrig. 108 43.141 ().0( 315.781 0.0( 60 bu. 9/1-4/30 - 121 - 0 0 Iffig. 85 33.93 0.00 247.66 0.01 I - 25 bu. 2/15-6/30 135 0 20 Mg. 115 45.94 0.00 268.72 0.01 55 -bu. 9/1-4/30 106 0 0 1 Irrig. 741 29.64 0.00 173.39 0.0( .30 bu. 2/15-6/30 148 0 20 1 Irrig. 1281 51.13 0.00 191.51 0.0( 65 bu. 9/1-4130 136 0 0 Irrig. 95 38.03 O�00 135.00 0.01 15 bu. 2/15-6/30 128 0 20 Iffig. 108 000 70.321 0.0( 50 bu. - 9/1-4/30 1 121 . 0 0 85, 55.151 0.04 Pfet", Database Version 3.1 Date Printed: 4/12/201 WUT Page 2 ( ' 6 Table. t Sol Tract Field 10163 9 10163 9 ice ToUl I Use. Soil Series Acres Acres Crop 7 Wagrarn .90 Corn, Grain 7 Wagrarn Wheat, Grain Notes: 1. In the tract column, — symbol means leased, otherwise, owned. I Nitnen PA Nutrient Req'd Obs/A) I Cann Fort. Nutrient Applied Obs/A) Res. Obs/A) Manure PA Nutrient Applied Obs/A) Liquid ManurcA pplied (acre) Solid Manure Applied (acre) I Liquid Manure Appled (Field) Solid Manure Applied (Field) RYE Applic. Period Applic. Method N I N I N N 1000 gal/A Tons 1000 gals tons 75 bu. 2/15-6/30 92 0 20 Mg, 72 - 28.7 0.00 54.64 0.01 65 Oj40 26, 0 0.00 49.411 0.04 bu. 9/1-4/30 93 0 — 0 . Iffig. 2. Symbol * means user entered data. Total Applied, 1000 gallons 6,892.3q Total Produced, 1000 gallons 3A03-94 Balance, 1000 gallons -3,488.33 Total Applied, tons 0.01 Total Produced, tons 0.01 Balance, tons 70, Previf.— Database Version 3.1 Date Printed: 4/12/211� WUT Page 3 6 Waste Utiliza( Table x2 Tract Field Source ID Soil Series Total Acres Use. . Acres C-P RYE Applic. Period Nitrogen PA Nutrient Reqd Obs/A) Ccrnm Fort. Nutrient Applied (lbs/A) Res. Obs/A) Applic. MdhDd Man= PA Nutrient Applied Obs/A) Liquid ManureA PPECCI (acre) Solid Manure APPlied (am) Manure APPEOd (Field) Solid Manure Applied (Field) N N N N lOOD gal/A Tons 1000 gals tons 10163 1 S7 Faceville 2.68 2.68 Small Grain Overseed 1.0 Tons 10/1-3/31 So 0 0 Inig. 50 19.9� 0.00 53.53 0.01 10163 1 S7 Faceville 2.68 2.68 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 200 0 0 Iffig. 200 79.8� 0.00 214.10 0.0( 10163 10 S7 Wagram 1.64 1.64 Small Grain Overseed 1.0 Tons 10/1-3/31 so 0 0 Iffig. 50 19.97 000 32.75 0.01 10163 10 S7 Wagrwn 1.641 1.64 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 . Iffig. 202 go.69 0.00 132.33 0.01 10163 11 S7 Wagrarn 2.981 2.98 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Iffig. 50 19.971 0.00 59.52 0.0( 10163 11 S7 Wagwn 2.98 2.98 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Iffig. 202 80.69 0.0(1 240.45 O.Of 10163 12 S7 Wagram 3.72 3.72 Wheat, Grain 40 bu. 9/1-4/30 93 0 0 Irrig. 28 11.14 0.00 41.46 0.01 10163 12 S7 Wagram. 3.72. 3.72 Soybeans, Manured, Double Crop 23 bu. 4/1-9/15 92 0 0 Irrig. 92 36.75 OM 136.71 0.01 10163 13 S7 Wagram, 5.771 5.77 Wheat Grain 40 bu. 9/1-4/30 93 0 0 Inig. 28 11.14. 0.0-0 64.30, 0.01 10163 13 S7 Wagram. 5.77 5.77 Soybeans, Manured, Double Crop 23 bu. 4/1-9/15 92 0 0 1 1 Iffig. 92 36.75 0-00 212.D4 0.01 10163 10163 14 14 S7 S7 Wagrwn Wagram. 5.77 5.771 5.77 5.77 Wheat, Grain Soybeans, Manured, Double Crop 40 bu. 23 bu. 9/1-4/30 4/1-9/15 93 92 0 0 0 0 Irrig. Iffig. 28 921 11.14 36.75 WOO 0.00 64.30 212.04. 00 0.01 10163 10163 10163 15 15 16 S7 S7 S7 Wagarn Wagrarn Autryville 5.771 5.771 5.751 5.77 5.77 5.75 Small Grain Overseed Hybrid Bermudagrass Pasture Small Grain Overseed 1.0 Tons 5.5 Tons 1.0 Tons 10/1-3/31 3/1-9/30 10/1-3/31 50 202 so 0 0 . 0 0 0 0 Iffig. Iffig. Iff ig. 501 202 50 19.97 80.69 19.97 0.00 0.00 0.00 115.24 465.56 114.84 0.01 0.01 0.01 10163 16 S7 Autryville 5.751 5.75 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Iff ig. 202 80.69 0.00 463.95 0.01 10163 17 S7 Antryville 5.77 5.77 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 115.24 0.01 10163 17 S7 Autryville 5.77 5.77 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.691 0.00 465.56. W)l 10163 18 S7 Autryville 5.12 5.12 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19,971 0.00 102.26 0.0( 10163 19 S7 Autryville 5.12 5.12 Hybrid Bermudagrass Pasture 5.5 Tons 311-9/30 202 . 0 1 - 0 Iffig. 202 80.691 0.00 413.12 00 10163 19 -7 S7 Autryville 3.46 3.46 Wheat, Grain 45 bu. 9/1-4130 104 0 0 Irrig. 31 12.461 0.00 43.12 0.01 L-1-0-12 19 S7 Antryville 3.46 3.46, Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. IM 39.94 0.04 138.211 0.01 Pret", Database Version 3.1 Date Printed: 4/12/27 A WUT Page 4 (", Waste UtillzAi Table I Ar2 So. Tract Field 1 10163 2 1 10163 2 14 10163 20 10163 20 11 10163 3 10163 3 10163 4 10163 4 10163 5 E 10163 5 1 10163 6 10163 6 10163 7 10163 7 10163 9 10163 8 5 10163 9 5 10163 9 5 Me Total Use. Soil Series Acres Acres crop 7 Faceville 3.671 3.67 Small Grain Overseed 7 Faceville 3.67 3.67 Hybrid Bermudagrass Pasture 7 Autryville 3.20 3.20 Wheat, Grain 7 Autryville 3.20 3.20 Soybeans, Manured, Double Crop 7 Faceville 5.021 5.02 Small Grain Overseed 7 Faceville 5.021 5.02 Hybrid Bermudagrass Pasture 7 Faceville 3.011 3.01 Wheat Grain 7 Faceville 3.011 3.01 Soybeans, Manured, Double Crop 7 Faceville 7.321 7.32 Wheat Grain 7 Faceville 7.32 7.32 Soybeans, Manured, Double Crop 7 Rains 5.85 5.85 Wheat Grain 7 Rains S.851 5.85 Soybeans, Manured, Double Crop 7 Goldsboro 3.551 3.55,Wbeat, Grain 7 Goldsboro 3.55 3.55 Soybeans, Manured, Double Crop 7 Faceville 1.631 1.63 Wheat, Grain 7 Faceville 1.63 1.63 Soybeans, Manured, Double Crop 7 Wagram 1.90 1.90 Wheat, Grain 7 Wagram 1.90 1.90 Soybeans, Manured, Double Crop Applic. Nitrogen PA Nutrient Rcqd Obs/A) Comm Fert. Nutrient Applied (lbs/A) Res. Obs/A) I Applic. Manure PA Nutrient Applied Obs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) IOOD RYE Period N N N Method N gaI1A I Tons 1000 gals tons .0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.971 0.00 73.30 01) .0 Tons 3/1-9/30 200 0 0 Iffig. 200 79.89 0.00 293.19 0.0 45 bu. 9/1-4/30 104 0 0 Irrig. 31 12.46 O.K 39.88 0.01 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.941 0.00 127.92 0.01 .0 Tons 10/1-3/31 50 0 0 Iffig. 50 19.97 0.00 100.26 0.01 .0 Tons 311-9/30 200 0 0 Irrig. 200 79.89 0.(q 401.04 0,01 60 bu. 9/1-4/30 121 0 0 Irrig. 36 14.50 0.00 0.01 38 bu. 4/1-9/15 148 0 0 Irrig. 148 59.12 0.00 177.94 0.011 50 bu. 9/1-4/30 121 0 0 Iffig. 36 14.501 0.00 106.14 0.01 38 bu. 4/1-9/15 148 0 0 Iff ig. 148 59.12 0.00 432.74. 0.01 55 bu. 9/1-4/30 106 0 0 Irrig. 32 12.70 0.00 74.311 0.0( 37 bu. 411-9/15 143 0 0 Irrig. 143 57.12. 0.00 334.15 00 55 bu. 9/1-4/30 136 0 0 Iffig. 41 16.30 0.00 57.86 0.01 �8 bu. 4/1-9/15 149 0 0 Iffig. 149 59.52 0.00 211.28 0.01 50 bu. 9/1-4/30 121 0 0 Irrig. 36 14.501 0.00 23.63 0.0( �8 bu. 4/1-9/15 148 0 0 Iffig. 148 59.12 0.00 96.36 0.0( 10 bu. - 9114/30 -- 93 . 0 0 Iffig. 1 - 28 11.14 0.00 - 21,17, 0.01 t3 bT4/1-9/15 92 1 0 0 1; Ig 92 L 36.75 0.00 69.821 0.01 Pre Database Version 3.1 Date Printed: 4/12/201 WUT Page 5 ( -' 6 Waste Utiliz'.'. Table Sou Tract I Field 1 11 ."Ce Total Use. 0 Soil Series Acres Acres Crop Nitrogen Carom PA Fert. Nutrient Nutrient ReqU Applied Applic, Obs/A) (lbs/A) Res. Manure Liquid Solid (lbs/A) PA ManureA Manure Nutrient pplied Applied Applied (am) (acre) Applic. Obs/A) j000 --7---7 Liquid Manure Applied (Field) Solid Manure Applied (Field) RYE Period N I N I N Method I N I gaVA I Tons 1000 gals tons Total Applied, 1000 gallons 6,585.16 Total Produced, 1000 gallons 3,403.94 Balance, 1000 gallons -3,181.21 Total Applied, ton T 0.01 Total Produced, tons 0.01 Balance, tons To, Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data. Prel p— Database Version 3.1 Date Printed: 4/12[20 11 WUT Page 6 C � 6 11tv-ouired SiDecifications For Animal Waste Management 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, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). ---------------------------------------------------------------------------------- 261674 Database Version 3.1 Date PrintecL 11/14/2009 Specification Page I 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during"application. No ponding should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. ---------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: 11/14/2009 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 he 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. ------- ----------------------- ----------------------------------------------- 261674 Database Version 3.1 Date Printed: 11/14/2009 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. -------------------- ------------------------------------------------------ 261674 Database Version 3.1 Date Printed: 11/14/2009 Specification Page 4 Crop Notes The following crop note applies to field(s): 6 Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 7 Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. _q. !0011 .W00coo. -------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: I 1- 14-2009 Crop Note Page I of 7 The following crop note applies to field(s): 8 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 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. The following crop note applies to field(s): 12, 13, 19, 20, 9 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 3 6 " rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. -------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: I I - 14-2009 Crop Note Page 7 of 7 The following crop note applies to field(s): 12, 13, 19, 20, 9 Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 6 Double -Crop Soybeans, Coastal Plain: Mineral Soil., low -leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. The following crop note applies to field(s): 7 Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are nonnally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. -------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: I 1- 14-2009 Crop Note Page 6 of 7 The following crop note applies to field(s): 6 I.-- Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 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 total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 7 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety ti 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 total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 8 Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. --------------------------------------------------------------------------------- 261674 Database Version 3.1 Date Printed: I 1- 14-2009 Crop Note Page 5 of 7 The following crop note applies to field(s): 1, 2, 3 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" 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 I' 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 micromitrients 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): 10, 11, 14, 15, 16, 17, 18 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 3 1. Cover sprigs 119 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 I' 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 Iblac 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. --------------------------------------------------------------------------------- 261674 Database Version 3.1 DatePrinted- 11-14-2009 Crop Note Page 4 of 7 The following crop note applies to field(s): 1, 2, 3 %._II 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. The following crop note applies to field(s): 10, 11, 14, 15, 16, 17, 18 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 1 5-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. --------------------------------------------------------------------------------- 261674 Database Version 3.1 DatePrinted: 11-14-2009 Crop Note Page 3 of 7 The following crop note applies to field(s): 8 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 com. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 12, 13, 19, 20, 9 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 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the com. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 4, 5 Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained Adaptation: Marginal. In the Coastal Plain, tall fescue can be planted Sept. I to Oct. 15 (best) and Feb. 15 to Mar. 20. For pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional information or consult your regional agronomist or extension agent for assistance. ------ --- ---------------------- - ---------- ---------------------------------- 261674 Database Version 3.1 Date Printed: 11-14-2009 Crop Note Page 2 of 7 lk :V5444ft 1; 't7 T35 p ol '. t S%U Xvj 0&,-m$OcLx3 ­13' 1-41 TI r3 ;op 7. A -r 42 of-11,103 Swine Farm Waste Management Odor Control Checklist Site Sliecific Pracficcs UN-111's to Minimize Odor Source Cause Swille Production vegetative or wooded buffiers; Amulal h-IY 5111fil"b ,-I, C I A C C I 10 [1 1) 1111,1114111 cxhawa I I'lls Recommended best management practices; Good judgment and common sense Dirly mainire-covered aninials —Dryfloors Wet lliall tire- covered floors Slotted floors; Waierers located over slotted noors; Feeders at high end of solid floors, (31 Scrape manure buildup from floots; f0l Underfloor ventilation for drying Ofille; FY rrequent mantire removal by flush, pit rechat-ge, Ilartial microbial deconipositi011 or scrape; rV I Indeffloor ventilation Volatile gases; U Fall Inailitellance; Dilst I-I'licient air movenient Dilst E� waslidown belweell groups of' allillials; n Feed additives; F) Feeder covers; I-] Feed delivery dowlispoilt exientlers in 1'ecder covers • Agilali(Ill of recycled lagoon Hush tank covers; litlilid while tanks are filling Extend fill lilies to llear holloul (if, tailks with 311 , I i-Siplion vents • AL-ilalioll during wastmater Underfloor flush With underfloorvenfilation 0 conveyancc Agilati011 of recycled lagooll liquid while Pils are filling 51 Agitation dUriII9 sullill laikk 1111ing and drawdowil eclitin Agitation during Wastewater (if junction boxes cilliveyallice A MOO - Nuvejul)cr 11, 1996, Page 3 E xtend recharge lilies to near bolloln 411- pils Willi anti-siplion vents Sump laikk covers flux covers IT V Source Cause BmPs to Minimize Odor Site Specific Practices End of drainpipes as * Agitation during wastewater Extend discharge point of pipes underneath lagooll conveyance lagoon liquid level LagO011 stirfaces 0 Volatile gas emissions; U Proper lagoon liquid capacity; 0 Biological mixing; Correct lagoon slartup procedures; 0 Agitation CY Minimum surface area-lo-vollune ratio; 14 Minimum agitation when.ptimpitig; Mechanical acration; Proven biological additives hrigation sprinkicr High pressure agilalion; cl`� Irrigale on dry days with little or no %vind; Willd drift Q./ inimum recommended operating pressure; Vpump intake near lagoon liquid stirface; Optimp, from secorld-stage lagoon Slailage umk or baNin Paitial microbial decomposition, Pr I jottoill or III ifflevel loajl;II !ml Mixing While filling; EY' Tank covers; Agitalion when emptying a Basin surface mats of solids; O/Proven hiolo-ical additives or oxidants b ScIlliall; lja�ill sul-filce 0 Partial microbial decomposition; Extend drainpipe otitle(s iintlel-IleaIll liclilicl 0 Mixing while filling; leve 1; m Agitation when emplying 0/ Remove settled solids regularly hl.111111c, shirly ol. slodge - J%glialio'll Whell spreading; 0/ Soil injection of slurry/sludges; NJm catler malcts 0 Volatile gas cinissions CY' Wash residual manure from sprea(ler after tise; 0/ Provet'l biological additives or oxidants I hicovered 111311111"e. Volatile gas ernissions while -Ij Soil injection ol'51nury/sItidges slill , ry or shidge till fichl drying CY Soil incorporation within 48 lirs.; 2.111 faces Spread ill thin uniform layers for rapid dry 1" 9; Ci/ Proven biological additives or oxithmis W 1,foper disposition of Carcasses Carcass decomposition 1) cati-allillial th!'posal Careass decomposition 10� complete Covering of Carcasses ill burial pils; 1) 1 I.N q Proper localion/construction ol-disposal phs 111collipletc F1 Secondary stack burners A 100C - November 11, 1996. Page 4 Source Cause BMPs to Millifinize 0411or Site Specific Practices Standing water around a Improper drainage; EI/ Grade and landscape such that water drains facilities 0 Microbial decomposition of away from facil.i(ies organic inatter hialitire tracked onto Poorly maintained access roads 0/ Fann access road mainicnance litiblic roads Ifoin farin access Additional lafornialion Available From S-wine Idanart: N-lanageincia ; 0200 RuIcIBIVIP Packet NCSO, Comity Exiensimi Ceiller S%vinc Production Fann Potential Odor Sources and Itentedics ; FBAE Fact Sheet NCSU - IIAE S%vijic Iliodoction Facility Manure Management: Pit Recilarge - Lagoon Treatmeat; EBAE 128-88 NCS1 J - BA E S%vinc Production Facility Manure Management: ' Underfloor Flush - Lagoon Treatment; EBAR 129-88 NCSW - DAE Lagoon Design and Maiiageincitt for Livestock Manure Treatment and Storage; EIIAE 103-93 NCS(J - BA Calibralion of Mantire and Wastewater Applicafion Equipmeat ; EIIAE- I -act Sheet NCSH - BAH Coiarolling Odors from Swine Buildings; Pill-33 NCS1 J - Swiric Exteiisimi I'tivirtitigiienialAssijraticel3rograiii; N1111CIVIantsal NC Potk Producers Assoc Optiwis I'Or Maiiagitig Odor; a report firoin [fie Swine Odor Task Force NCS(J Agri Cominimicaiioris Nhw.ancc Cmiccrus in Aiiiiiial Mantire h1anageniew: Odors anti Flies; 111110107, 1995 Conference Proceedings Honda Cooperative Exictisimi A NIOC - November 11, 1996, Page 5 WMA. elf 0,3 Insect Control Chec"klist for Animal Operatidns Cause UMPS to Control hisects Site Specific Praclices Liquid Systems 1111511 Gullets Accumulation of solids F-Y Flush system is designed and operated sufficiently to remove accumulated solids from as designed. S/gutters Remove bridging of accumulated Solids ;I( discharge Lagoons and I'lls Crusted Solids F--)" Maintain lagoons, settling basins and pits where pest breeding is apparent to ininitnize Ilic . crusting of solids to a depth of [to more ilian 6 - .8 inches over more Ilian 30% of stidace. xccmi�": Vel;Ciativc Decaying vegetation Mai"tain vegetative control along banks of Growth lagoons and other impoundnients to prevent accumulation Of decaYing vegetative matter along Avater's edge on impotindment's perimetcr. Dry Systenis N;ed Spillage Ff' I)esigil. operitle alicl 111ailijain feet, syslellls bunkers and trouglks) to ininjulize jile acCUIVIttlaiion of decaying wastage. Clean tip spillage on it routine basis (e.g., 7 - 10 day interval d"Fing stimmer, 15-30 day i11jerV;jl (111ring winter). I -Cud Storage ACCL1111111116011S Of feed reSilitleS 0" Reduce moisitireaccumulatinji will1ij, al,41 A around i"I'llediate perimeter )r J�cd storage V `� (1) to- areai by insuring drailiage alvay site -j;l z 0 and/or providing adequate coil jailliliell, (e.g., c0vCfCd hill flor brewers grain and similar high noishire 9 rain prodiiels). Er- C4.1111 tispect II)r and remove or hreak- tip accit,31til.11c(I solids in filter strips around fectf storal. e needed. �-�l rf Sf)ljrcc Accumulations of allimal wastes 115MI's to control Re Specific I',-ac and feed wastage ElinliflatO low arm ill I trap ices fences and other a Moisture along locations where waste accumulates and disturbance by allillials is minimal. Accurwilali- oils Mai ' Main fencerows and filler'strips around animal holding arc" to minimize accliMulations of waste ' S (i.q., inspect for and remove or break lip accumulated solids as needed). anlinal wastes Cl Rem ove Spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter) Where manure is loaded for ]and application or disposal. Ll Provide for adequate drainage around marture stockpiles. CI Inspect for and remove or break tip accumulated witsles in filler strips around stockpiles and mantire handling areas as necdc(l. For more ill onnation contact tile Cooperative Extension Service, Italcigh. NC, 27695-7613. DcPart'lleill of FnIO1110109Y, Box 7613. North Carolina �lale I Jaivershy. Ahll(.'- November 11, 1996, -Page 2 EMERGENCY ACTION PLAN PHONE NUMBERS DWQ- Ojjc[ EMERGENCY MANAGEMENT SYSTEM[njk tgq_�fS SWCD C110 Sq3j'-)q(V:!) NRCS 910 This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off site. You should not wait untilwastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1, Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor e. Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. C. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump b. Stop irrigation pump c. Close valves to eliminate further discharge d. Repair all leaks prior to restarting pumps D. Leakage from flush systems, houses, solid sparators-action include: a. Stop recycle pump b. Stop irrigation pump c. Make sure no siphon occurs d. Stop all flows in the house, flush systems, or solid separators e. Repair all leaks prior to restarting pumps E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -possible action: a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, such as employee injury, fish kills, 'or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off of the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a, During normal business hours, call your DWQ (Division of Water Quality) regional office; Phone number . After hours, emergency number: 919-733- 3942. Your phone call should include: your name, facility, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the' situation. b. If spill leaves property or enters surface waters, call local EMS Phone Number c. Instruct EMS to contact local Health Department. d. Contact CES, phone number . local SWCD office phone number and local NRCS office for advice/technical assistance phone number 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. Contact the contractor of your choice to begin repair of problem to minimize off -site damage. a. Contractors Name: es- b. Contractors Address: c. Contractors Phone: 2Z 0 29d -2147 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) A . a. Name: V%Wj4=z&+V-&4' b. Phone: 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. Y,�_ -/ C)3 Version — November 26, 2018 Modality NAanagement Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondaty option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.1 06-403). The bottom of the burial pit should be at least one foot above the seasonal high water table. Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. IZ71 7 Rendering at a rendering plant licensed under G.S. 106-168.7. lie�sl V1 Complete incineration according to 02 NCAC 52C.0102. k%i 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-&C-o-n—sudmer 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. W 1B 3-/�-/J' Signature of Farm Owner/Manager Date Signature of Technical Specialist Date ope H. BUTLER County: &Hfr1PbLj1V LICC G & Distance to nearest residence (other than owner): 1020.0 feet 1 STEADY STATE LIVE WEIGHT • sows ffarrow to finish) x 1417 lbs. 0 • sows ffarrow to feeder) x SE2 lbs. 0 3670 head (finishing only) x 135 lbs. 49.5720 0 sows ffarrow to wean) N 433 lbs. 0 0 head (wean to feeder) x 30 lbs. 0 TO TPL S TEPD Y STATE LIVE NEIGHT (SEL W 4957EO MINIMUM REGUIRED TREATMENT VOLUME OF LAGOON Volume = 4957EO lbs. SSLN x Treatment Volume(CF)llb. SSLN Treatment Volume(CF)llb. SSLN= 4957,210 CF11b. 5SL14 Volume = 4957a'O cubic Feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet TOTAL DESIGN VOLUME Inside top length 386.0 feet Inside top width 255.0 Top of dike at v-a-t-i on 55.0 Feet , _ej-e Freeboard 12.0—fefl-t ; Side slopes 3.0 : I (Inside lagoon Total design lagoon liquid level at elevation 53.0 feet Bottom of lagoon elevation 43.0 feet Seasonal high water table elevation 42.0 feet Total design volume using prismoidal formula SSIENDI SS.IEND2 SSISIDE1 SSISIDER LENGTH WID TH DEPTH 3.0 3.0 3.0 3.0 374.0 043.0 10.00 AREA OF TOP LENGTH * 14IDTH 374.0 243.0 908,92 (AREA OF TOP) PREP OF BOTTOM LENGTH * NIDTH 314.0 1193.0 57462 (PREP OF BOTTOM) PREP OF MIDSECTION LENGTH WIDTH * 4 344.0 1213.0 pq3aga (AREA OF MIDSECTION * 4) CU. FT. EAREA TOP + e4*AREA MIDSECTION) + PREP BOTTOW 9088R.0 1293088.0 5746,2.0 VOLUME OF LAGOON AT TOTAL DES16N LIQUID LEVEL = 7357RO 1�1 5. TEMPORPRY STORASE REQUIRED DRPINiQSE AREP: Lagoon (top of dike) Length * Nidth = 3.96.0 .255. 0 98430. 0 square Feet Buildings (roof and lot water) Length * Nidth = 0.0 0.0 0.0 square feet TOTOL DQ 98430.0 square feet Design temporary storage period to be 180 days. 5jq. Volume of waste produced Ppproximate daily production of manure in CFILB SSLW 0.00136 Volume = -495720 Lbs. SSLj4 * CF of WastelLb.lDay 180 Volume = 121352 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or vo of fresh water used for a flush system. Flush systems that rec the lagoon water are accounted for in 5P. Volume = 0.0 gallonsIday * 180 days storag&17.48 Volume = 0.0 cubic Feet 5C. Volume of rainfall in excess of evaparatzon Use period of time when rainfall exceeds evaporation by largest 180 days excess rainfall 7.0 inches Volume = 7. 0 in * DA / 1,2 inches per Foot Volume = 574J7.5 cubic Feet Volume of C---,5 year - 24 hour storm volume = 7.0 inches / 12? inches per foot * DP Volume = 57417.5 cubic feet TDT)qL REQUIRED TEMPORARY STORAGE 5P. 1RI352 cubic feet 5B. 0 cubic feet 5C. 57418 cubic feet 5D. 57418 cubic feet TOTPL 236187 cubic feet 6. SUMMARY Total required volume 731907 cubic feet Total design volume avail. 735720 cubic feet Min. req. treatment volume plus sludge accumulation 495720 Pt elev. 50.0 feet ; Volume is 479409 cubic feet (end pu Total design volume less 25yr-24hr storm is 678303 cubic fee At elev. 52.0 feet ; Volume is 646677 cubic feet (start Seasonal high water table elevation 40.0 feet 7. DESIGNED BY: APPROVED BY: DATE: DATE: NOTE: SEE PTTPCHED WASTE UTILrZATION PLAN COMMENTS.--- ?. -2 OPERATION & MAINTENANCE PLAN �roper lagoon liquid management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10- 10- 10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Over -flow Pipes --- look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface --- look for: I . undesirable vegetative growth 2. floating or lodged debris Embankment --- look for: 1 , settlement, cracking, or "jug" holes 2. side slope stability --- slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack of vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. 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 or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly 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: I . adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour 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 I 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. Management: 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 Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than I foot to the lowest point of the dam or embankment. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. 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: 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 remaLins 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 phosphores, 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, over -topping, 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.