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Home My WebLink About310806_Application_20240215State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2024. Please do not leave any question unanswered. Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee 1. Certificate Of Coverage Number: AWS310806 2. Facility Name: N&T Farm 1-8 3. Permittee's Name (same as on the Waste Management Plan): Neil Whitfield 4. Permittee's Mailing Address: 153 N Country Club Dr City: Kenansville ZSL , s + t `2 3 State: NC Telephone Number: Ext. E-mail: 5. Facility's Physical Address: 237 #2#3 And 307 #1 Kirby Quinn Rd City: Kenansville State: NC 6. County where Facility is located: Duplin 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"): 10. Operator Name (OIC): Teresa S. Whitfield 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Swine - Feeder to Finish Oaeration TVDes: Swine Cattle Wean to Finish Dairy Calf Wean to Feeder Dairy Heifer Farrow to Finish Milk Cow Feeder to Finish Dry Cow Farrow to Wean Beef Stocker Calf Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Gilts Other Other Murphy -Brown LLC Phone No.: 252-286-9082 Allowable Count 6,400 Dry Poultry Non Laying Chickens Laying Chickens Pullets Turkeys Turkey Pullet Wet Poultry Non Laying Pullet Layers Zip: 28349 Zip: 28349 OIC #: 22087 Other Types Horses - Horses Horses - Other Sheep- Sheep Sheep - Other 13. Waste,Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Name Structure Type (Lagoon/Digester/ WSP) Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) LAGOON #1 Lagoon 8/25/1988 Full, clay 293,596.00 309928.00 19.00 LAGOON #2 Lagoon 12/16/1988 Full, clay 3475,628.00 42,251.00 19.00 LAGOON #3 Lagoon 11/27/1991 Full, clay 6911,362.00 78,565.50 19.00 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5.Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8.Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. I Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name (Print): �e�` 0�nt Title: ��'G✓ Signature: Date: Name (Print): Title: Signature: Date: Name (Print): Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Nutrient Management Plan For Animal Waste Utilization 01464015 Thi's plan has been prepared fore. 1V&T Farms (31--806) Tom &Neil Arhitfield PO Box 334 Pink Hill NC 28572 (252) 559 - 277 Type of Plans, Nitrogen Only with This plan has been developed by: Ronnie G. Kennedy Jr. Agriment Services, Inc. PO Box 1096 Beulavi[le, NC 28518 252-5681648 Signature re 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. Si hue (owner) Signature (manager or producer) /**Iw% 20ep.- r - Date 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 Sail and Water4�ayservajion Commission. Plan Approved By: T�chnicaI Specialist Signature 2 Date ..................................... 9.............0........... 0.......... W....................................................... ........ ............... we ...... 772799 Database Version 4.1 Date Printed: 0 1 -26-201 5 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the f0flowing sources}: Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 5,932,800 galslyear by a 6,400 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 10694 Incorporated 12833 Injected 12833 Irrigated 10694 Max, Avail. Obs) * Actual PAN Applied Obs) PAN Surplus/ Deficit Obs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) EPAN EYear 10,694 22334 -119640 12,3902386 MMMMMMM�� -614579586 10,694 17030 .6,336 92447,829 -33515,029 .......... ...-•-•----------------------------------------------......---..... 0... ....._..------ •...................... -.................. ..-------------------- Note: In source ID, means standard source. U means user defined source. * Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 772799 Database Version 4.1 Date Printed: 01-26-2015 Source Page 1 of 1 Revised Addendum To NutYient Management Plan Facility Number: 31-806 Facility Name: NBcT Farms Facility Owner: Neil Whitfield Facility Type: 6,400 Feeder To Finish Current NMP Date: 01-26-2015 Addendum Date: 05-09-2022 Tract Field Soil Ty Use. Acres Crop Applic. Period N Applied 70989 F3(pII& H99 Mary n 5.45 Corn 2115 — 6130 6816s. 70989 70989 F3(PII& H99 F3(pll& HO Marvyn Mary n 5.45 5.45 Rye_Grain So beans 911-3131 4/1— 9115 67 lbs. 109 lbs. Addendum Narrative This addendum is written to allow facility to plant corn, rye/wheat, soybean rotation on Tract 70989 Field 3 using above rates and windows. The Corn will need 20 lbs. residual deductedfrom Nfollowing Soybean. This addendum should be attached to the current Nutrient Management Plan. Agency: Agriment Services, Inc. TechnicalSDecialist: Ronnie G. Kennedy, Jr. Technical Specialist Signature: Date: 105-09-202 Narrative 1/26/2015 THIS PLAN IS A REVISION OF THE 7/25/2002 PLAN COMPLETED BY RONNiE G. KENNEDY JR. THIS PLAN SHOWS THE ADDITION OF CENTER PIVOT ON T-71734 F4, ALL SOYBEANS RATES WERE TAKEN FROM THE 7/25/2002 PLAN. 7iZsnoo2 THIS PLAN IS A REVISION OF THE 6/17/99 PLAN COMPLETED BY Ronnie G. Kennedy Jr. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES. GPS TECHNOLOGY WAS USED TO OBTAIN A BETTER MAP OF FARM AND TO OFFICIALLY INCORPORATE BMPS THAT HAVE TAKEN PLACE ON FARM. FARM SERVICES MAPS WERE OLD AND UNCLEAR OF ACREAGES; THEREFORE MAPPING TOOK PLACE TO CLARIFY APPLICATION AREAS AND CROPPING SYSTEMS. THERE ARE ACRES THAT WILL BE UTILIZED WITH ALTERNATIVE IRRIGATION EQUIPMENT. THESE AREAS ARE DENOTED ON MAP AND IN THE TABLES OF 'THE WASTE UTILIZATION PLAN, DUE TO THE DEFICIT NOTED IN THIS WUP, IT IS ALLOWABLE FOR COTTON TO REPLACE THE CORN CROP ON TRACT 70989 FIELD I IF MR. WIITTFELLD SO DESIRES, IF COTTON IS USED THE APPLICATION WINDOWS WILL BE +MAY-JUN+ AND THE AGRONOMIC RATE WILL BE 45 LBS. N PER ACRE THIS WILL ALLOW FOR THE RESIDUAL N FROM THE PREVIOUS CROP. NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELD FOR THE USAGE OF IRRIGATED SWINE WASTE, EXCEPT FOR PREPLANT. ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WIHEN USED. MR, WHITFIELD PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SAILS. THIS WASTE PLAN SHOULD NOT TAKE EFFECT UNTIL THE END OF THE APPLICATION CROP WINDOWS FOR CROPS BEING UTILIZED AT THE TIME OF PLAN PREPARATION. THIS PLAN WILL START WITH THE NEXT AVAILABLE CROPPING CYCLES. ............m......................................................."............a.............. ^.•................................................... .........• 772799 Database Version 4.1 Date Printed: 01-26-2015 Narrative Page I of I The table shown below provides a summary of the crops or rotations included in this plan for each Feld 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 seable Leaching Tmet Field Acres Acres Index (LO Soil Series Crop Sequence RYE 70989(Fl) F1(HW) 24.60 24.60 NIA Pactolus Corn, Grain 65 bu. Rye, Grain 35 bu. Soybeans, Double Crap 21 bu. 70989(F3) F30M 6.50 1.30 N/A Marvyn Small Grain Overseed 1.0 Tons JHybrid Bermudagrass Pasture 6.0 Tons 70989(F3) Pull I 1 6.50 4.15 N/A Marvyn Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 70989(F4) F4(HW) 10.20 0.92 N/A Lucy Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tans 70989(F4) Pull 12 10.20 3.70 N/A Lucy Small Gram Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 70989(F4) Pull 13 10.20 2.59 N/A Lucy Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 70989(F8) F$(HW) 12.50 1.09 N/A Lucy Small Grain Overseed 1.0 Tons Hybrid Bermudagmss Pasture 5.5 Tons 70989(F8) Pull 14 12.50 3.8S N/A Lucy Small Grain Overseed 1.0 TO Hybrid Bermudagrass Pasture 5.5 Tans 70989(F8) Pull 15 12.50 1.41 NIA. Lucy Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 70989(Fg) Pull 16 12.50 3.44 N/A Lucy Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tans 70989(F9) Pull 17 6.30 2.94 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 70989(F9) Pull 18 6.30 2.37 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 1730(F1 " F1&2OM 22.11 1.12 NIA Lumbee Corn, Grain 115 bu. Rye, Grain 50 bu. Soybeans, Double Crop 38 bu. 1730(FI&21 Pull 1 22.11 5.25 N/A Lumbee Corn, Grain 115 bu. -T Rye, Grain 50 b- u. Soybeans, Double Crop 38 bu. 772799 Database Version 4.1 Date Printed 1/26/2015 PCS Page 1 of 3 NOTE: Symbol * means user entered data. Plamed Crops Summary Tract Field Total Acres seable Acres I Leaching Index (U) Soil Series Crop Sequence RYE 1730(71 Pull 2 22.11 7.20 NIA Lumbee Corn, Grain 115 bu. [rye, Grain 50 bu. Soybeans, Double Crop 38 bu. 1730(F1 Pull 3 22.11 7.66 NIA Lumbee Corn, Grain 115 bu. Rye, Grain 50 bu. Soybeans, Double Crop 38 bu. 71730(F3) Pull 4 2.50 1.70 NIA Kalmia Corn, Grain 110 bu. Rye, Grain 60 bu. Soybeans, Double Crop 35 bu. 71730(F4) CP 1 24.82 15.43 NIA Autryville Small Grain Overseed 1.0 Tons FHyb:ridBerntudagrass Pasture 5.5 Tons 71730(F4) F4(FM 24.82 1.33 N!A Kalmia all Grain Overseed 1.0 Tons Hybrid Bennudagrass Pasture 6.5 Tons 71730(F4) Pull 5 24.82 1.76 N/A KalWa Pearl Millett, Pasture 5.5 Tons Annual Ryegrass - Pasture 2.8 Tons 71730(F4) Pull 6 24.82 2A7 NIA Kalmia Small Grain Overseed 1.0 Tons Hybrid Bermuclagrass Pasture 6.5 Tons 71730(F5) F5(Hi) 6.80 0.88 NIA Lumbee Corn, Grain 115 ba. Rye, Grain 50 bu. Soybeans, Double Crop 38 bu. 71730(F5) Pull 7 6.80 4.77 N/A Lumbee Corn, Grain 115 bu. Rye, Grain 50 bu. Soybeans, Double Crop 38 bu. 71730(F6) F6(HW) 7.80 1.46 NIA Marlyn Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 71730(F6) Pull 8 7.80 3.23 NIA 1blarvyn Small Grain Overseed 1.0 Tons Hybrid Betmudagrass Pasture 6.0 Tons 71730(F6) Pull 9 7.80 1.88 N/A Marvyn Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 71730(F7) F7(HW) 6.30 0.90 NIA Autryville Pearl Miilett, Pasture 5.0 Tons Annual Ryegrass - Pasture 1.2 Tons 717300:7) Pull 10 6.30 3.49 N/A Aunyville Pearl millett, Pasture 5.0 Tons Annual Ryegress - Pasture 1.2 Tons PLAN 'TOTALS: 370.62 112.78 772799 Database Version 4.1 Date Printed 1 W2015 NOTE: Symbol * means user entered data. PCS Page 2 of 3 ::oteritrale�rrhin : -. .; Ai • ..• Technical Gu'T ifirhCe. Low potential to contribute to soluble None 2 utrient leaching below the root zone. F>= z & Moderate potential to contribute to Nutrient Management (590) should be planned. <= I soluble nutrient leaching below the root Larne. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve nutrient leaching below the root zone, the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Fi tter Strips (393) and Riparian Forest Buf 1'exs (391). 772799 Database version 4.1 Date Printed V2bI2015 NOTE: Symbol * means user entered data. PCS Page 3 of 3 The Wasp Utilization table shown below summarizes the Waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. WSSte UtIRZation Table Year 1 Tract Field Source ID Sail Series Total Acres Use. Acres Crap RYE Applic. Period Nitrogen PA Nutrient Req'd (i bslA) Comm Fert. Nutrient Applied abs/A) Res. (ibs/A) AppLc, Method Manua: PA Nutrient Applied (lbs/A) Liquid Solid Liquid Solid MmureA Man= Manure Manure pplied Applied Applied Applied (acre) (acre) (Field) (Field) N N N N ]ODD gaUA Tons 1000 gals tans 0989(F l F1(H1W) S7 Pactolus 24.60 24.60 Corn, Grain 65 bu. 2/15-6/30 77 0 20 brig. 57 31.62 0.00 777.91 0.0 0989(F l F1(HW) S7 Pactolus 24.60 24.60 Rye, Grain 35 bu. 9/ 13/31 78 0 0 Irrig. 43 23.90 0.00 595.49 0.00 ?0989(F3 F3(H1W) S7 Marvyn 6.50 1.30 Small Grain Overseed I.0 Tons 10/1 3/31 50 0 0 Irrig. 50 27.74 0.00 36.06 0.0 F0989(F3 F3(H1�i�} S7 Mervyn 6.50 1.30 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 147.85 0.0 r0989(F3 Pull 1 l S7 Mervyn 6.50 4. 15 Small Grain Overseed 1.0 Tons 10/ l -3/3 t 50 0 0 Irrig. 50 27.74 0.0 115.12 0.0 r0989(F3 Pull 11 S7 Mervyn 6.50 4.15 Hybrid Bermudagrass Pasture 6.0 Tons 3/I-9/30 205 0 0 Irrig. 205 113.73 0.00 471.98 0.00 0989(F4 F4(HW) S7 Lucy 10.20 0.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 5 27.74 0.00 25.52 0.00 0989(F4 F4(HW) S7 Lucy 10.20 0.92 Hybrid Bennudagmss Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 103.10 0.00 0989(F4 Pull 12 S7 Lucy 10.20 3.70 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 102.63 0.00 0989{F4 Pull 12 S? Lucy 10.20 3.10 Hybrid Bermudagrass Pasture 5.5 'cans 3/1-9/34 202 0 0 brig. 202 112.0? 0.00 414.64 0_00 00989(F4 Pull 13 S7 Lucy 10.20 2.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.0 71.84 0.0O 0989(F4 Pull 13 S7 Lucy 10.20 2.59 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 112.07 0.00 290.25 0.0 0989(F8 F8(H1W) S7 Lucy 12.50 1.08 Small Grain Overseed 1.0 Tans 10/1-3/31 50 0 0 brig. 5 27.74 0.00 29.96 0.00 0989 F8 { F8 {H� S7 Lucy 12.50 1.08 Hybrid Berrnudagrass Pasture ' 5.5 Tons 3l1-9/30 20Z 0 0 brig. 202 l 12.0? 0.04 Z 21.03 0.0 r0989(F8 Pull 14 S7 Lucy 12.50 3.95 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 27.74 0.00 106.80 0.00 L89(F8 Pull 14 S7 Lucy 12.50 3.85 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 431.45 0.00 772799 Database Version 4.1 Date Printed: 1/26/2015 WUT page 1 of 7 wse*e 1 MI:. V% Tsa hlax lVen r I _ Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic Period Nitrogen PA Nutrient Reg'd Obs/A) Comm Fert. Nutrient Applied Obs/A) Res. Obs/A) Applic. Metbod Manure PA Nutrient Applied OVA) Licloid ManumA pilled (am) Solid Menum Applied (acre) Liquid Manure Applied (Field) Solid Mmum Applied (Field) N N N N 10�D0 pVA Ton s 1 0 00 gals tons to r0989(F8 Pull 15 S7 Lucy 12.50 1.41 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 39.11 0.00 10989(F$ Pull 15 S7 Lucy 12.50 1.41 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 112.07 0.00 159.01 0.00 10989(F8 Pull 16 S7 Lucy 12.50 3.44 Small Grain Overseed l.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 95.42 0.00 10989(F8 Pull 16 S7 Lucy 12.50 3.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/19/30 202 0 0 Irrig. 202 112.07 0.00 385.51 0.00 09S9(F9 mmmmmmmmmmdm Pull 17 S7 Autryville 6.30 2.84 Small Grain Overseed l.0 Tons 10/1-3/31 50 0 0 Irrig. 5 27.74 0.00 79.7E 0.00 10989(F9 Pull 17 S7 Autryville 6.30 184 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 149.24 0.00 423.83 0.00 10989(F9 Pull 18 S? IA.utryville 6.30 2.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.0 65.74 0.00 10989(F9 Pull 18 S7 Autryville 6.30 2.37 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 353.69 0.00 1730(F1 1&2(H S7 Lumbee 22.11 1.12 Corn, Gnun 115 bu. 2/15-6/30 124 0 20 Irrig. 104 57.70 0.00 64.62 0.00 1730(F1 1&2(H S7 Lumbee 22.11 1.12 Rye, Grain 50 bu. 9/1-3/31 96 0 0 brig. 53 29.29 0.00 32.81 0.00 MON 1730(F 1 Pull 1 S7 Lumbee 22.11 5.25 Corn, Grain 115 bu. 2/15-6/30 124 0 20 brig. 104 57.70 0.00 302.91 0.00 1730(F l Pull 1 S7 Lumbee 22.11 5.25 Rye, Grain 50 bu. 9/1-3/3 l 96 0 0 brig. 53 29.29 0.001153.79 0.0Q 730(FI Pull 2 S7 Lumbee 22.11 7.20 Corn, Grain 115 bu. 2/15-6/30 124 0 20 brig. 1Q4 57.70 0.00 415.42 0.0 1730(F1 full 2 S7 Lumbee 22.11 MENOMINEE 7.20 Rye, Grain 50 bu. 9/1-3/31 96 0 0 irr 53 29.29 0.00 210.90 0.00 1730(F 1 Pull 3 S7 Lumbee 22.11 7.66 Corn, Grain 115 bu. 2/15-WO 124 0 20 Irrig. 104 57.70 0.00 441.96 0.00 1730(FI Pull 3 S7 Lumbee 22.11 7.66 Rye, Grain 50 bu. 911-3/31 96 0 0 brig. 53 29.29 0.00 224.38 0.0 1730(F3 Pull 4 S7 Kalmie 2.50 1.70 Corn, Grain 110 bu. 2/15-6/30 l25 0 20 brig. 105 58.25 IMMUNE 0.00 99.03 0.00 1730(F3 Pull 4 S7 Kalmin 2.50 1.70 Rye, Grain 60 bu. 9/1-3/31 125 0 0 brig. 69 38.14 0.0Q 64.94 0.00 1730(F4 CPI S7 kutryville 24.82 15.43 Small Gain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.0 428.01 0.I 00 1730(F4 CPI S7 Autryville 24.92 NONE 15.43 Hybrid Bennudagrass Pasture 5.5 Tons 3/19/30 202 0 0 brig. 202 112.07 0.00 1,729.17 0.00 1730(F4 F4(HW) S7 Kalmia 24.82 1.33 Small Grain Overseed 1.0 Tans 10/1-3/31 50 0 0 brig. 5 27.74 0.0 36.89 0.00 �1730(F4 F4(H1N) S7 IKalrnia 24.$2 1.33 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 brig. 222 123.16 0.00 163.80 0.00 772799 Database Version 4.1 Date Printed: 1 /26/2015 WUT Page 2 of Waste Utili. n Table IYear 1 -11 Tract Field Solace ID Soil Series TOW Acres Use. Acres Crop RYE aPpUQ Period Nitrogen PA Nutrient Req'd Qbs1A) Comm. Feri. Nutdcat Applied ¢bslA) Res. lobs/A) AppliQ Method Manute PA Nutrknt applied (lbs/A) Liquid ManweA ppiied (acre) Solid Manure Applied (am) Liquid Manwe Applied (Field) Solid Manure Applied (Field) N N N lti 1000 ga11A 'Tons 1000 gals tons ?1730(F4 Pull 3 S? Kalmia 24.92 1.76 Pearl Millett, Pasture 5.5 Tons 411-9115 209 0 0 Irrig. 209 115.95 0.00 204.07 0.00 ?1730(F4 Pull 5 S7 Kalmia 24.92 1.76 Annual Ryegrass - Pasture 2.8 Tons 8115-5115 96 0 0 brig. 48 26.63 0.00 46.97 0.00 ?1730(F4 Pull 6 S7 Kalmia 24.82 2.47 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 27.74 0.00 68.52 0.0 ?1730(F4 Pull 6 S7 Kalmia 24.82 2.47 Hybrid Bermudagrass Pasture 6.5 Tons 311-9130 222 0 0 brig. 222 123.16 0.00 304.21 0.Q0 t 1730(FS F5(HW) S7 Lumbee 6.90 0.88 Corn, Grain 115 bu. 2115-6/30 124 0 20 brig. 104 57.70 0.00 50.77 0.00 11730(FS F50M S7 Lumbee 6.90 0.89 Rye, Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 53 29.29 0.00 23.79 4.00 1730(F5 Pull 7 S7 Lumbee 6.90 4.77 Corn, Grain 115 bu. 2115-6130 124 0 20 Irrig, 104 57.70 0.00 275.22 0.00 1730(F5 Pull 7 S7 Lumbee 6.80 4.77 Rye, Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 53 29.29 0.00 139.72 0.0 1730(F6 F6(HW) S7 Mar"n 7.90 1.46 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig. 5 27.74 0.00 40.50 0.0 1730(F6 F6(HW) S7 Marvyn 7.80 1.46 Hybrid Bennudagrass Pasture 6.0 Togs 311-9130 205 0 0 brig. 205 113.73 0.0 166.05 0.00 1730(F6 Pull 8 S7 Mervyn 7.80 3.23 Small Grain Overseed 1.0 Tons l 011-3131 50 0 0 brig. 50 27.74 0.0 89.60 0.00 1730(F6 Pull 8 S7 Mervyn 7.80 3.23 Hybrid Beanudagrass Pasture 6.0 Tons 311-9130 205 0 0 brig, 205 113.73 0.00 367.35 0.00 1730(F6 Pull 9 S7 Mervyn 7.80 1.88 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 27.74 0.00 52.15 0.00 11730(F6 Pull 9 S7 Mervyn 7.80 1.88 Hybrid Bermudagrass Pasture 6.0 Tans 311-9130 205 0 0 brig,. 205 113.73 0.00 213.91 0.00 r1730(F7 F7(HW) S7 utryville 6.30 0.90 Pearl Millen, Pasture 5.0 Tons 4!1 9115 2Q2 0 0 brig. 202 112.07 0.0 100.86 0.00 ? 1730(F7 F7(HW) S7 lAutryville 6.30 0.90 Annual Rycgrass - Pasture 1.2 Tons 9115-5115 44 0 0 brig. 22 12.21 0.00 10.98 0.00 1730(F7 Pull 10 S? utryville 6.30 3.49 Pearl Millett, Pasture S.0'�ons 411-9115 202 0 0 [Trig. 242 112.07 0.00 391.11 0.00 1730(F7 Pull 10 S7 utryville 6.30 3.49 Annual Ryegrass - Pasture 1.2 Tons 9115-5115 44 0 0 Irrig. 22 12.21 0.0 42.60 0.00 772799 Database Version 4.1 Date Printed: 1/26/2015 WUT Page 3 of 7 waste utin. n t aQte scar I Tact Field Source 1D Soil Series Total Acres Use_ Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd 0bs/A) Comm Ferl. Nutrient Applied (Ibs/A) Res. (lbs/A) AppGc- Method Manure PA Nutrient Applied (lbs/A) Liquid ManurcA I ppl'ed (acne) Solid Manure Applied (acre) Liquid Manure Applied (r. ald) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons Total Applied, 1000 gallons 12,390.39^: Total Produced, 1000 gallons 5,932.801.7-1 Balance, 1000 gallons -69457.59 : a Total Applied, tons i 0.00 Total Produced, tons 0.00 Balance, tons �.r ; ' f ` • 0.00 ]Mates: 1. 1n the tract column, ~ symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 772799 Database Version 4.1 Date Printed: 1 /26/2015 wUT Page 4 of 7 11�1wwatp. Irttil: ,n Tuble Y"r- 2 Tract. Field Source ID Sail Series Total Ades Use. Ayes Crop RYE aPPSc. period Nitrogen PA Nutrient RegU (lbs/A) Comm Fert. Nutrient Applied (lbs/A) Res. (1bs/A) Appbc. Method Manure PA Nutrient Applied OWA) Liquid MenureA ppfied (acre) Solid Manure Applied (acre) Lich Solid Manure Manure Applied Applied (Field) (Field) N N N 1400 SWA Tons ]000 gals tans 0989(F1 F1(HW) S? IPactolus 24.60 24.60 Rye, Grain 35 bu. 9/1-3/31 78 0 0 brig. 35 19.47 0.00 479.03 0.0 0989(F1 F1(HW) S7 24.60 24.60 Soybeans, Double Crap 21 bu. 4/1-9/15 0100 0 0 Irrig. 0 0.00 0.00 0.00 0.0 10989(F3 F3(H�) IPactolus S7 Mervyn 6.50 1.30 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 36.06 0.00 10989(F3 F3(HVI S7 Mervyn 6. S0 1.30 Hybrid Bermudagrass Pasture 6.0 Tons 311-9/30 205 0 0 brig. 205 113.73 0.00 147.85 0.00 10989(F3 Pull 1 l S7 Mervyn 6.50 4.15 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Yrrig. 50 27.74 0.00 115.12 0.00 10989(F3 pall 1 I S7 Marvyn 6.50 4.15 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 ft ON 0.00 471.98 0.00 10989(F4 F4(HW) S7 Lucy 10.20 0.92 Small Grain Overseed 1.0 Tons 10/1-3/31 SO 0 0 brig. 50 27.74 0.00 25.52 0.00 10989(F4 F4(HW) S7 Lucy 10.20 0.92 Hybrid Bernrudagxass Pasture 5.5 Tons 3/ 1-9/30 202 0 0 Itrig. 202 112.07 0.00 103.10 0.00 10989(F4 Pull 12 S7 Lucy 10.20 3.70 Small Grain Ovemeed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.0 102.63 0.00 10989(F4 Pull 12 S? Lucy 10.20 3.70 Hybrid Ber nudagress Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 112.07 0.00 414.64 0.t10 10989(F4 Pull 13 S7 Lucy 10.20 2.59 Small Grain Ovesseed 1.0 Tans 10/1-3/31 50 0 0 Irrig. SO 27.74 0.00 71.94 0.00 0989(F4 Fall 13 S7 Lucy 10.20 2.59 Hybrid Berrnudagrass Pasture 5.5 'Pons 3/1-9/30 202 0 0 brig. 202 112.07 0.00 290.25 0.00 10989(F8 F8(H91) S7 Lucy 12.50 1.08 Small Grain Overseed 1.0 Tons 10/1 3/31 50 0 0 brig. SO 27.74 0.00 29.96 0.00 r0989(F8 F8(HW) S? Lucy 12.50 1.08 Hybrid Bermudagrass Pasture 5.5 Tons 3/ 1-9/30 202 0 0 Irrig. 202 112.07 0.00 121.03 0.00 r0989(FS Pull 14 57 Lucy 12.50 3.95 Small Grain Overseed 1.0 Tons I0/1-3/31 SO 0 0 isrig. 50 27.74 0.00 106.90 0.Q0 r0989(F8 Pull 14 S7 Lucy 12.50 3.85 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202!112.07 0.00 431.45 0.0 0989(F8 Pull 15 S7 Lucy 12.50 1.41 Small Grain Overneed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 39.11 0.00 0989(F8 Pull IS S7 Lucy 12.50 1.41 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 112.07 0.00 158.01 0.00 0989(F8 Pull 16 S7 Lucy 12.50 3.44 Small Grain Ov rsmed 1.0 Tons 10/1-3/31 SO 0 0 Irrig. 50 27.74 0.00 95.42 0.00 0989(F$ Pull 16 S7 Lucy 12.50 3.44 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 112.07 0.0 385.51 0.00 loft 0989(F9 Pull 17 S7 Autryville 6.30 2.94 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inrig. 5 27.74 0.00 78.78 0.00 U989(F'9 Pull 17 S7 Autryvllle 6.30 2.94 Hybrid Bennudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 149.24 0.00 423.83 0.00 772799 Database Version 4.1 Date Panted: 1/26/2015 W]T Page 5 of 7 Q M � t waste Vill. n A av,e Y ear I Tract Field Source ID Sail Series Total Acres Use. Acres CAP RYE Applic. Period itrcgen Cann( PA Fort. Nutrient Nutrient Req'Id Applied Obs/A) (IbslA) N N Res. abs/A) N AppEc. Method Manure PA Nutrient Applied (lbs/A) N Liquid Solid Manun+A Manure pplied Applied (acne) (acre) 100i1. gWA Tans Liquid Manure Applied (Field) 1000 gals Solid Manure Applied (Field) tons r0989(179 Pull 18 S7 Autryvillc 6.30 2.37 Small Grain Overseed 1.0 Tons 10/1-3/31 SO 0 0 twig. so 27.74 0.00 65.74 0.00 10989(F9 Pull 18 S7 Autryville 6.30 2.37 Hybrid Bermudograss Hay 5.5 Tons 3/19/30 269 0 0 Irrig. 269 149.24 0.00 353.69 0.00 173 0(F l 1 &2(H S7 Lumbee 22.11 1.12 Rye, Grain 50 bu. 9/ 1-3/31 96 0 0 Irrig. 43 23.97 0.00 26.94 0.00 1730(Fl 1&2(H S7 Lumbee 22.11 1.12 Soybeans, Double Crop 38 bu. 4/1-9115 0152 0 0 brig. 0 0.00 '0.0 0.00 0.00 1730(Fid Pull 1 S7 Lumbee 22.11 5.25 Rye, Grain 50 bu. 9/1-3/31 96 0 0 brig. 43 23.97 0.00 125.82 0.00 17300 730(F 1 Pull l Pull 2 S7 S7 Lumbee Lumbee 22.11 22.11 5.25 7.20 Soybeans, Double Crop Rye, Grain 38 bu. 50 bu. 4/1-9/15 9/1 3/31 *152 96 0 0 0 0 Irrig, Irrig. 152 43 84.33 23.97 0.00 0.00 442.71 172.56 0.0 0.00 730(F1 Pull 2 S7 Lumbee 22.11 7.20 Soybeans, Double Crop 39 bu. 411-9/15 *152 0 0 brig. 0 0,00 0.00 0.00 0.00 1730(F1 Pull 3 S7 Lumbec 22.11 7666 Rye, Grain 50 bu. 9/1-3/31 96 0 0 brig. 43 23.97 0.00 183.591 0.00 1730(Fl Pull 3 S7 Lumbee 22.11 7.66 Soybeans, Double Crop 38 bu. 4/1-9/15 0152 0 0 brig. 0 0.00 0.00 0.00 0.00 1730(F3 Pull 4 S7 KaIrnia 2.50 1.70 Rye, Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 56 31.21 0.0 53.05 0.00 1730(F3 Pull 4 S7 Kalmia 2,50 1.70 Soybeans, Double Crop 35 bu. 4/1-9115 *152 0 0 Irrig. 0 0.00 0.00 0.00 0,00 ?1730(F4 1730(F4 CPI CPI S? S7 Autryviile Autryvi Ile 24.$2 24.82 15.43 15 A3 Small Grain Overseed Hybrid B ermudagrass Pasture 1.0 Tons 5.5 Tons 10/1-3131 3/ 1-9/30 50 202 0 0 0 0 brig, brig, SO 202 27.74 112.07 0.00 0.00 428.01 19729.17 0.00 0.00 1730(F4 F4( S7 Kalmia 24.82 1.33 Small Crain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. so 27.74 0.00 36.99 0.00 1730(F4 F4(HW) S7 Kalmia 24.92 1.33 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9130 222 0 0 brig. 222 123.16 0.00 163.80 0.00 1730(F4 1730(F4 Pull 5 Pull 6 S7 S7 Kalmia Kalmin 24.92 24.92 1.76 2.47 Annual Ryegrass - Pasture Smell Grain Ovemed 2.9 Tonsmow" 1.0 Tons 9/15-5/15 10/1-3/31 96 50 0 0 0 0 brig. brig. 48 50 26.63 27.74 0.0 0.00 46.87 69.52 0.00 0.0 1730(F4 Pull 6 S7 Kalmia 24.92 2.47 Hybrid Bennudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 twig. 222 123.16 0.0 304.21 0.00 ?1730(F5 F5(HW) S7 Lumbee 6.110 0,88 Rye, Grain 50 bu. 9/1-3/31 96 0 0 brig. 43 23.97 0.00 21.09 0.00 1730(F5 FS(HV) S7 Lumbee 6.80 0.88 Soybeans, Double Crap 38 bu. 4/1-9/15 *152 0 0 brig. 0 0.00 0.00 0.00 0.00 r 1730(F5 Pull 7 S? Lumbee 6.90 4.77 Rye, Grain 50 bu. 9/1-3/31 96 0 0 Irrig. 43 23.97 0.00 114.32 0.00 772799 Database Version 4.1 bate Printed: 1 /26/2015 WUT Page 6 of 7 Watto IltHE n Table Year 2 Tract Field Source 1D Soil Series Total Acres Usc. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Rcq'd (lbs/A) Canm Fen. Nutrient Applied (lbs/A) Res. (lbs/A) I I Applic. Method Manure PA Nutrient Applied (lbs/A) Liquid MwtureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 11730(F5 Pull 7 S7 Lumbee 6.80 4.77 Soybeans, Double Crop 38 bu. 4/1-9/15 *152 0 0 Irrig. 0 0.00 0.00 0.00 0.00 11730(F6, F6(HW) S7 Marvyn 7.80 1.46 Small Grain Overseed 1.0 'Pons 10/ l -3/31 50 0 0 Irrig. 50 27.74 0.00 40.50 0.00 T 1730(F6 F6(HW) S7 Marvyn 7.80 1.46 Hybrid Bermudagrass Pasture 6.0 Tons 3/1-9/30 205 0 0 Irrig. 205 113.73 0.00 166.05 0.00 r 1730(F6 Pull 8 S7 Marvyn 7.80 3.23 Small drain Ovcrseed 1.0 Tons 10/1-3/3 t 50 0 0 Irrig. 50 27.74 0.00 89.60 0.00 r 1730(F6 Pull 8 S7 Marvyn 7.80 3.23 Hybrid Bermudngrnss Pasture 6.0 Tons 3/1-9130 205 0 0 Irrig. 205 113.73 0.00 367.35 0.00 11730(F6 Pull 9 S7 Marvyn 7.80 1.88 Small Grain Ovcrsced 1.0 Tons 1 O/1-3/31 50 0 0 Irrig. 50 27.74 0.00 52.15 0.00 r 1730(F6 Pull 9 S? Marvyn 7.80 1.88 Hybrid Bermudagrass Pasture 6.0 Tons 3/ I -9/30 205 0 0 Irrig. 205 113.73 0.00 213.81 0.00 ►1730(F7 F7QiW) S7 lAutryville 6.30 0.90 Annual Ryegrass - Pasture 1.2 Tons 8/15-5/15 44 0 0 Irrig. 22 12.21 0.00 10.98 0.00 F1730(F71 Pull 10 S7 Autryville 6.30 3.49 Annual Ryegrass - Pasture 11.2'ronsl 8115-5115 1 44 0 0 Irrig. 22 12.21 0.00 42.60 0.00 Total Appl ied, t 000 gallons 9,447.83 Total Produced, 1000 gallons 59932.80 Balance, 1000 gallons •39515.03 , Total Applied, tons s:- 0.00 Total Produced, tons 0.00 Balance, tons 0.001 Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 772799 Database Version 4.1 Date Printed: 1 /26/2015 WUT Page 7 of 7 PIN The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event, Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) 70989(Fl) Fi(HVI) Pactolus 0.75 1.0 70989(F3) F3(HW) Marvyn 0.50 1.4 70984(F3) Pullll Marvyn 0.50 1.0 70989(F4) F4(HW) Lucy 0.60 1.4 70984(F4) Pnll12 Lucy 4.60 1.0 70989(F4) Pull13 Lucy 0.60 1.0 70989(F8) F8(HW) I Lucy 4.60 1.0 70489(F8) Pull 14 Lucy 0.60 1.0 70989(F8) Pull15 Lucy 0.60 1.0 70989(FS) Pull 16 Lucy 0.60 1.0 70989(F9) Pull 17 Autryville 0.60 1.0 74989(F9) Pull 18 Autryville 0.60 1.0 71730(F18c2 F18t2{HW} Lumbee 0.40 1.0 71730(F18c2 Pull Lumbee 0.40 1.0 71730(Fl&2 Pull Lumbee 0.40 IA 71730(Fl&2 Pull3 Lumbee 0.44 1.0 11130(F3) Pull Kalmia 4.50 1.0 71730(F4) GPI Autryville 0.64 1.0 71730(F4) F40M Kalrnia 0.50 1.0 71730(F4) PuII S Kalmia 0.50 1.4 71738(F4) Pull Kalmia 0.50 1.0 71730(F5) FS(HW) Lumbee 0.40 1.0 71730(F5) Pull ? Lumbee 0.40 1.0 71730(F6) F6(HW) Marvyn 0.50 1.0 ? 1730(F6) Pull S Mervyn 0.50 1.0 71730(F6) Pull Mervyn 0.54 1.0 71730(F7) F7(HM utiyville 0.60 1.0 71730(F7) Pull 10 Autryville 0.60 1.0 772799 Database Version 4.1 Date Printed 1/26/2015 IAF Page 1 of 1 NOTE: Symbol * means user entered data. 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 down in the second colwnn. 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 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 lblac Maximum Sludge Application Rate 1000 gaUac Minimum Acres 5 Years Accumulation Minimum. Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 14.69 71.99 143.79 215.68 Aay 6 ton R.Y.E. 300 29.38 35.95 71.89 107.84 Soybean 40 bu 160 15.67 67.40 134.90 202.20 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 772799 Database 'version 4.1 Date Printed: 01-26-2015 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net forage 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. Avallahle Waste StoraLre Canacity Source Name Swine Feeder -Finish Lagoon Liquid- Design Storage Capacity (Rays) Start Date 9/1 180 Plan Year Month Available Storage Capacity (Days) I 1 92_ 1 2 112 1 3 158 1 4 180 1 5 180 1 6 180 1 7 180 I 8 180 1 9 180 1 10 I80 I 11 180 1 12 180 2 1 180 2 2 180 2 3 180 2 4 180 2 5 I80 2 6 180 2 7 180 2 8 180 2 9 180 2 10 158 2 11 146 2 12 133 * Available Storage Capacity is calculated as of the end of each month. .............................. ------------------------------•_•-_---...-------_._...._.........._...--------._..-_........_._------.-.----------------..----------- 772799 Database version 4.1 Date Printed: 0 I-26-2015 Capacity Page 1 of 1 Required Svecifications 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, 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 drat 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 grassIand, 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). ..................... ........................................................................ ................................................. ..................... 772799 Database Version 4.1 Date Printed; i /26/2015 Specification Page 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that xttnoff 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. 110 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. A►nimaI 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. 120 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 is a manner not to reach other property and public right of -ways. ..._____...._.......................................................................................................................•••... W .................... 0. 772799 Database Version 4.1 Date printed: 1/26/201 S Specification Pape 2 15. Animal waste shall not be discharged into surface waters, drainageways9 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 was6down 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 facilityis 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. ...................................................................................................................... 0 .............. W ..................... � 772799 Database Version 4.1 Date Printed: 1/26/241 S Specification Pale 3 22. Waste shall be tested within 64 days of utilization and soil shah 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 true (5) years., 23. Dyad animals will be disposed of in a manner that meets North Carolina regulations. ................ • ............. • _ _ ................... ...... _ _ _ _ _ _ • _ ........................ ........ . ......... . . .. ................. . ..... _ _ _ _ _ _ ........... 0.0 ..... • . 772799 Database Version 4.1 Date Printed: 1/26/2015 Specification Page 4 Crop Notes The following crop note applies to field(s): F1&2(HW), F5(HW), Pull 1, Pull 2, Pull 3, Pull 7 Corn I: 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 fallowing crop note applies to field(s): F1(fiiN) 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, rivet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 24-30 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 aver emergence. The total amount of 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. 772799 Database version 4.1 Date Printed: 01-26-2015 Crop Note Page 1 of 8 The following crop note applies to field(s): Pull 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 lbstacre 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): F1&2(HV), FS(HW), Pull 1, Pull 2, PuII 3, Pull 7 Double -Crop Soybeans, Coastal Plain: Mineral Soil, non -leachable Double -crop soybeans should be planted as early in June as passible 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 I/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): FI(HV) 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 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" roves 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. ................................................. WOO ................ 0..... a ............ .......... .................._...... • .............................. 772799 Database Version 4.1 Date Printed: 01-26-20 t 5 Crop Note Page 2 of 8 The following crop note applies to field(s): Pull Double -Crop Soybeans, Coastal Plain: Mineral soft, 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 of20-30 lbslacre 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): Pull 17, Pull 18 Bermudagrass Coastal Plain, Mineral Soil, Moderately well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. l 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 bulac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bulac is satisfactoryto produce full roundcover in one or two years under good growing A g conditions. Tifton 44 spreads slowly, so use at least 40 bulac 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 lblac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lblac 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. ...........................................-----.....--..-................._..........------.....--_.................--.........---..- ......._..........._.. 772799 Database version 4.1 Date Printed: 01 26-201 S Crop Note Page 3 of 8 The following crop note applies to field(s): F4(HW), Pull d 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): F3(HVV), F6(HW), Pull 11, Pull 8, Pull 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 retraining N should be applied during the months of February -March. The following crop note applies to field(s): CPI, F4(Hw), F8(HW), Pull 12, Pull 13, Pull 14, Pull 15, Pull 16, Pull 17, Pull 1$ 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 retraining N should be applied during the months of February -March. ........... ..w..www..0...-.................ww......... ............. ......... -.................w--......�-------- .........w.....w......... 772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Dote Page 4 of 9 The following crop note applies to fieid(s): F4(HVV), Pull 6 Bermudagmss: 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 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 grooving 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 1b/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 forth Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): F3(HW), F6(HVi), Pull 11, Pull 8, Pull Bemudagrass: CP, Mineral Soil, Moderately Nell Drained. Adaptation: well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" to 3" deep1.5" optimal). should be planted quickly after digging and not allowed to dry in sun and t � 1 P� p � � gg g 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 bulac 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 broadcastldisked-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. _•-...---------------------•-.................................... a ......................... .................... ..---•..... ------ -........... ---------............ 772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 5 of 8 The following crop note applies to field(s): CPI, F4(H , F8(HW), Pull 12, Pull 13, Pull 14, Pull 15, Pull 16 Bermudagrass: CP, Mineral Soil, Moderately well Drained. Adaptation: Well adapted. In the Coastal Plain, hybrid berrrmudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly aver 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): F18t2(H111), FS(FiVV), Pull 1, Pull 2, Pull 3, Pull Rye, 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 wide". 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 /211 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 total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects and weeds are essential for profitable oat, barley and rye production. ..._.............•............................................................................................--__.._------.----------------- .........-••---. 772799 Database version 4.1 - Date Printed: 0 1 -26-2015 Crop Note Page 6 of 8 The following crop note applies to fields): F 1(HW) Rye, 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 I5-November 20. For barley, plant 22 seed/drill rover 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 total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects and weeds are essential for profitable oat, barley and rye production. The fallowing crop note applies to field(s): Pull 4 Rye, 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 1/21' 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 total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects and greeds are essential for profitable oat, barley and rye production. The following crop note applies to field(s): Pull 5 Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a ryegrass overseed. The following crop note applies to field(s): F?(HV), Pull 1U Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a ryegrass overseed. ------•.............. •---._......... ............ ............ -------- ........ -•.......-•-----•-----•---------............. -------•-•----.....----•-•----.. 772799 Database version 4.1 Date Printed: 01-26-2015 Crop Note Page 7 of 8 The following crap note applies to fields): Pull Pearl Millets No Comment The following crop note applies to feld{s}: F7(HW), Pull 10 Pearl Millett: No Comment .......... .---------- ----------------------------------- ....00•••.0.►owe0awe a.....•0.►►►.►►....►►wWwwwwa0.000000000 a.ft a a a afte rft& aaftafto a• 772799 Database Version 4.1 Date Printed: 01-26-2015 Crop Note Page 8 of 8 N & T FARMS, INC LEGEND 0 RISER ML 7r-71730 F7 9.3 A _ ,F- - SPRAY FIELD 9 /r�~N \ CPi ti 1 i ♦�_��-wo' ff 6 NT3 N T-71730 061 7. 40 A C. -t- - SPRAY FIELD r-70989 F8 - 12.S AC. ,#-/- SPRAY FIELD cw s a� 14 & ICOJ r Ahl�4 T-71730 F4 24.8.+- SPRAY MELD 3 T-71 730 F3 2.3. -I- - SPRAY FIELD 4 1lip ! d• - _ P T-73 730 Fs AC. t - SPRAY FIELD r � 7 T-70989 F3 . s ,qC. -4- - SPRAY FIELD 2 -T-71730 CFI &2)_ i A C. + - SPRAY FIELD GRAPHIC SCE I-, q17 o a* 3w so ,m r-7o9899 F¢ 10.2 AC. -r- - SPRAY FIHLO ni 72z? 3 iaab M ON IL 1/26/2015 Icc.11 AM, 1:600 REINKE IRRIGATION SYSTEMS RP146309 RAINMAN IRRIGATION NEIL WHITFIELD 23 Sep 2014 319426 0914-62446-2060 400 PM 19.09 GPM (FULL CIRCLE) G ACRE SS.OPSI DRIVE SPEED: 18.1 F IF/M I N R3000R riaff& AM 7.0 PSI (EST.) — 0.0 Fr DISCLAIMER THE UNIFORMITY OF WATER APPLICATION OBTAINED WITH THIS SYSTEM CAN BE ADVERSELY AFFECTED BY MANY VARIABLES INCLUDING, BUT NOT LIMITED TO, THE IMPROPER MAKEUP OR INSTALLATION OF THE NOZZLE PACKAGE; OBSTRUCTED NOZZLES; TIGHT AND/OR SLOPING SOILS; IMPROPER END GUN ARC SETTINGS; INCORRECT MAINTENANCE OF PIVOT PRESSURE; UNFAVORABLE CLIMATE CONDITIONS; AND ERRATIC AND IMPROPER OPERATING SPEED OF THE SYSTEM. REINKE MFG. CO., INC. MAKES NO WARRANTY AS TO THE UNIFORMITY OF THE COVERAGE TO BE OBTAINED FROM THIS WATER APPLICATION PRINTOUT OTHER THAN ITS MATHEMATICAL ACCURACY. THE PRODUCTS, WHICH ARE SPECIFIED AS A PART OF THIS NOZZLE PACKAGE DESIGN, ARE COVERED BY THE ORIGINAL MANUFACTURER'S PRINTED "WARRANTY AND DISCLAIMER", WHICH APPLIES TO THE INDIVIDUAL COMPONENTS OF THEIR OWN MANUFACTURE. REINKE MFG. CO., INC. CANNOT BE RESPONSIBLE FOR THE PERFORMANCE OF THESE PRODUCTS AND MAKES NO WARRANTIES, INCLUDING THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE, WHERE PERMITTED BY LAW, AND DOES HEREBY DISCLAIM ANY LIABILITY FOR DAMAGES DUE TO FAILURE OF THESE PRODUCTS TO PERFORM AS ANTICIPATED. REINKE MANUFACTURING COMPANY RMCCHART 2.20 i 7/ 730 Lane: .--- � I"ield:—_Type: Start End Area: Middle Area: Lane Spacing: � Lane Diameter: a, Sh V3. Stop End Area: 7S _ 7 'Total Area: Lane: --- a 77- 7/ 7?0 Field: � fa�L Type: .xh4Pr%U r Lane Spacing: 1497 / � Lane Diameter: d6o Start End Area: �` _ 7r�+ ` Middle Area: IIC�6 �G. �iX ��/�/3.�(G Stop End Area: ,E.Z %S' ` 67 / Ate. T-7/7?a Lane: S Field: 14 Type: �'-�pY/Vi' Lane Spacing: ' Lane Diameter: Start End Area: CE .15 Middle Area: 263'a Stop Lncl Area: 750' Total Area: z4e -t/- �. 63f1r. � �• �� A-� . - � �� Lane: Field: Start lend Arai: Middle Area. Stop End Area: Total Area: Type: Lane Spacing: Lane Diameter: i Al f r /*.4094S, ZZoi:: 0 tt rp�*4-� A V��e La,�c Z _ G . 2 6 ate. La�✓f �(_ /. 7a q c. LAW � s , /. n .ac. a9.AI(4o,k. LlWi 6 : 7 OS,{c. LAde 7 = 4-71,4e. �a,✓� 8 = 3. z g,K 10: 3.c�gqc. lAN� it 4.iSq<.. la :5. e7o Lrr�J e i 3 = a.s9 ate. Es a� . A 3 7Ar. /. io;a kor;klc, ooff*. 4 & fR... 4. yUk. /,1aga. NS -7 -7 a _ I/--- V, /�VCPACI 1 c - J 50( 0 � �& o 1 *��L PLALS f,l�-u� �qG O� 2.3j°� [X7EAi0R N/+cF FUu- EY 7 t, L LtAJ4 1:4 r Y30 45J -P,./ tr 7 5in!ti�E GUt,L Si Jc,�F f%vu. rx7Enioi( �ur�t �� ZC-N3�T</ : �S LS = l56 G��Fo�on flr�cFGvw LjV4 .Siva: ce: �vc� L Ti-/ .5/n/6LE SI�41 E �3i' 5i�1c,�E Puce _ 3 �S� a� , f-UL-L- PL)� ® L6iAJc,-ri-4 E . J�-9 LF pu,4-� L-fU\j6l T�4-:- EX TE r 10 PLX-I- L� d�7 - 7a �n Ll /0" 0 4s FARM LANE (� 1 IlNroO'U'-- START END AREA (TABLE END - B = 4. 52 AC. MIDDLE AREA (9go "d6a/2�/SG�,��Go T-11120 STOP END AREA (TABLE &60 - A L D. �12 AC F ► to TOTAL AREA (a a.sz�� 6�1o. 2 . g, AC LANE START END AREA (TABLE FE440 - S AC MIDDLE AREA (1115KAofZ Zis6��f.116 o) 2 AC STOP END AREA (.TABLE &64 -,.,� 1= D • yZ AC / TOTAL AREA L 4 1Q f S• 32 .� p . AC VN� LANE ( 31 START END AREA (TABLE E� FO � B qm MIDDLE AREA f y-�o o?60/i f,�a7/Z)/y.�s�6� _ � 30 AC STOP END AREA (TABLE- EE�D -G L D �8 AC. TOTAL AREA G• &'fA3o140.ivz LANE FAG PULL i ? 3 d START END AREA LE 9� f - x = D. 9 AC., �71 MIDDLE AREA (/t/f IV,76 o)/�.rnorO AC STOP END AREA (TABLE TOTAL AREA ( d. �j -/ 4• go � 0.�{/ ) _ �. ?o AC / LANE ($) A/zz- START END AREA (TABLE � o ,� - = 0. /g A-C-. n.wr..rw ._.... .__.. MIDDLE AREA /G o' o. f c26 o e3 5l0 � = 0 . r6 AC. STOP END AREA TABLE ' D - = • // AC. TOTAL AREA e iqD. F6 /• AC. LANE ( 4 ) fi-z z,, START END AREA (TABLE 4640 -� -S -= D• A . MIDDLE AREA &o&oAe/fS6 a =6 . /5 AC. STOP END AREA (TABLE- �a -�' ,� = 0. AC. TOTAL. AREA L..O. !ff :� (a. /.<71 O . Y/ ) = 7. o S AC. LANE (7 FUGG Pd�L START END AREA LE E 00,1-4s = D. (If AC. MUDDLEAREA ao' 0. ,(� 6o%y� .�G 6 ) = 9.17 AC STOP END AREA (JABLE TOTAL AREA (_ D �.?• pr Z,7- AC (A/* /0. Xote.) mac : (,,)k 1. N � 7-/Aals 4 FARM LANE� START END AREA (TABLE 966 U - 8 = D. S2 AC. MIDDLE AREA d2 ..2 I AC STOP END AREA (TABLE Et60 - d O. / TOTAL AREA ( D . 5'2 • �FZ ) = 3 �3 AC LANE START END AREA TABLE EE(vo -.8 MIDDLE AREA Z.• A.C. STOP END AREA (TABLE E.�GD - = O. Y 2 AC TOTAL AREA (L4. s'z -{ Z . �i f o. �� ?) _ /• ��' AC r7 LANE (/0) f-r7 START END AREA TAB E / MIDDLE AREA f�.�' STOP AC. 3.q°lru) C END AREA (TABLE ��0 � - �� = D• � � AC. TOTAL AREA ( G. S 9 ::Z 0. LANE (/ I) 6/u, 3 START END AREA ('ABLE 1590 -f 00111?) AC r MIDDLE AREA 4',.(Z(oo STOP Ae O (o+ 4 (,qw /. ?6 �. END AREA STABLE ,C91J �f - G� � = O. yl / pC TOTAL AREA f d�3.25j0. � i = </. /S' AC LAM W) roa /lit, t START END AREA (TABLEr, 90 4 -8 = C. DLE AREA ' 0.L-060&.O.<6d qo AC: C' `i STOP END AREA (TABLE �40 4 - 6i ) = D Ll AC TOTAL AREA (O. 1/y' ��-. 84 � 0 y � �.� ?d AC CH�✓O.ga�� LANE(/.?) rva Amu, (pi A- START END AREA (TABL MIDDLE AREA d = AC. STOP END AREA ABLE D - = O / A.C. TOTAL AREA 49 D. 51 AC AREA (TABLE 1= 4t7o.5 lAle. FARM LANE (!IA) *Z.& &Z-- START END AREA (TABLEZ:�O'f7.50..- &8 0. 57 AC. MIDDLE AREA 3 D� D= . 9 C. STOP END AREA (TABLE 6E:,7'-T 6-,ozs AC TOTAL AREA ( 4 • s7 :� 1lrqF -� D. Z.3 ) _ .2 . 1-- A.C. LANE VL� /,,o START END AREA TABLE 6, o 0 761 MIDDLE AREA Lo jZ9 O. STOP END AREA fT ,.—ABLE EE - � � �,Z O AS AC �g TOTAL AREA ( /*0? AC L A a US 0) Al#t rr --- A / 4 C START END AREA (TABLEAr7.:!r- f = D. <7 MIDDLE AREA AC. STOP END AREA TABLE - - A . TOTAL AREA . S 79f O• yb Z,� _ ze y/ q� LANE !/6l �uu. ?me, START END AREA LE E9o-1 - e a. yq AC MIDDLE AREA a SW AC STOP END AREA (TABLE aed - aj ) �= 0. d/ AC. TOTAL AREA (4-51j 4_2 5i!4 O•'f / ) = 3 d•l AC. LANE U n START END AREA (TABLE E ,fPO- B = D•�P C. MIDDLE AREA (3i6' 6D 2 fo'b9/Z �/I„f/o� _ A 7P AC STOP END AREq (TABLE ff,-9M- //i 1= 4/B pC-- TOTAL AREA ( O.S9 f/• 75' -f d9 .gq AC. 1-1o98g LANE (/9)j?) START END AREA T 6*EF0 - S )AP, 6. a 9 AC MIDDLE AREA (0�90 YO ,�b9/1)/�/I,t6q� �'G Fg STOP END AREA (TABLE N1A- ) = D. 00 AC TOTAL AREA ( 6, a9 78 -F 0. DO ) _ l D % A.C. Lnr0),(d r START END AREA TABLE 0-SY AC. MIDDLE AREA STOP END AREA (TABLE e - A Ax 0. a4 A� . TOTAL AREA C.Q. OF foo 4 Q. olil 3d A . 2.78 4- 1.6 ( wp s. z, A-4) f A :F6 v aV2. 3 7 ". m m m Nei . .. . .................................................................................... Operator:N&T 1 County: Duplin Distance to nearest residence (other than owner): 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. 0 sows (farrow to feeder) x 522 lbs. 1440 head (finishing only) x 135 lbs. 0 sows (farrow to wean) x 433 lbs. 0 head (wean to feeder) x 30 lbs. Describe other Date: 04/06/95 0.0 feet Total Average Live Weight = 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON 0 lbs 0 lbs 194400 lbs 0 lbs 0 lbs 0 194400 lbs Volume = 194400 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb, ALW Volume = 194400 cubic feet STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 158.0 Inside top width (feet)---------------------- 222.0 Top of dike elevation (feet)----------------- 49.0 Bottom of lagoon elevation (feet)------------ 35.0 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon)------------------ 2.5 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2,5 2,5 2,5 2.5 153.0 217.0 13.0 AREA OF TOP LENGTH * WIDTH = 153.0 217.0 33201 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 88.0 152.0 13376 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 120.5 184.5 88929 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 33201.0 88929.0 13376.0 2.2 T .A •. n ') r_ n r r 4 T T r' m 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length Width = 158.0 222.0 35076.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 35076.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 194400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 355104 gals. or 47473.8 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 20461.0 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 21922.5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 47474 cubic feet 5B. 0 cubic feet 5C. 20461 cubic feet 5D. 21923 cubic feet TOTAL 89857 cubic feet 6. SUMMARY Temporary storage period====================> 180 days Rainfall in excess of evaporation========_==> 7.0 inches 25 year - 24 hour rainfall==================> 7.5 inches Freeboard========_===_======================> 1.0 feet Side slopes=================================> 2.5 : 1 Inside top length===========================> 158.0 feet Inside top width============================> 222.0 feet Top of dike elevation=======================> 49.0 feet Bottom of lagoon elevation==================> 35.0 feet Total required volume=======================> 284257 cu. ft. Actual design volumes=======================> 293596 cu. ft. Seasonal high watertable elevation (SHWT)===> 0.0 feet Stop pumping elev.====______________________> 44.3 feet Must be > or = to the SHWT elev.==========> 0.0 feet Must be > or = to min, req. treatment el.=> 41.0 feet Required minimum treatment volume===========> 194400 cu. ft. Volume at stop pumping elevation============> CAI. ft. Start pumping elev.====_____________________> 47.3 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 271674 cu. ft. Volume at start pumping elevation===========> 2-70806 cu. ft. Required volume to be pumped================> 67935 cu. ft. Actual volume planned to be pumped==========> 87812 cu. ft. Min. thickness of soil liner when required==> 2.0 feet 7 . DESIGNED BY: CAA* '�PI-f-p-ROVED. BY. DATE: DATE: (10"I" NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: GOJ64 / . . « AME: � Thoroh i t f i e I d DDRESS: Pink Hil/, NC AND � SIZE T«ppi»S F^7ERATION 1240 ho8s '_ASS 111 ESIGNED BY Jimmy Vinson ATE 25-88 -_'PROVED BY Jimmy Vinson ATE 8-25-88 -7ERMAMENT STORA0E 1240 Ho8s /bs per hog 1 Cu Ft per }b. �MPORARY STORAGE 167400 |bs of animal � 1.35 cu., ft. of waste per day per 1000 |bs of animal wt. x 180 days �INFALL LESS EVAPORATION X 33' 5 sq. ft. surface area per 12"per ft �INFALL - 25 YR. 1 DAY STORM ,5" X 33975 sq. ft. of surface area per 12" per ft. TOTAL STORAGE NEEDED TOTAL STORAGE AVAILABLE AMOUNT OF FILL DIKE PAD TOTAL SETTLEMENT 10% TOTAL AMOUNT OF FILL /T TO FILL RATIO TOTAL EXCAVATION NOTE: Amount of cut and fiI| for pad cou|d vary if T. W. decides to |ower pad. M 167400 Cu Ft 40678 Cu Ft 19819 Cu Ft 21234 Cu Ft 249131 Cu Ft 9227 Cu Yds 250020 Cu Ft 9260 Cu Yds 178352 Cu Ft 14000 --------- Cu Ft 192352 Cu Ft 19235 --------- Cu Ft 211587 Cu Ft 7837 Cu Yds 263500 Cu Ft 9759 Cu Yds ~'~ Wh i �f i w | d " DEPTH .OLUME = --------- x 6.0 [AREA OF TOP + AREA OF BOTTOM + 4 X AREA Cl- MIDSECTION] -------------------------------------------------- DEPTH [ L X W + L X W + A. X L X W ] VOLUME= --------- --------------------------------------- 6 27 12.0 [ 215 X 141 + 155 X 81 + 4 X 185 X 111] VOLUME= --------- ------------------------------------------------- 6.0 2-7 125010] VOLUME = --------- -------- 6.0 27 250020.0 CU. FT. ' VOLUME = --------- 27.0 VOLUME = 9260.0 CU.YDS. 33975.0 sq.ft. � 249131.3 � \ ' | / SIDE SLOPES 2 5:1 . cu. ft. needed / 0 r"� __., I Operator:N&T 2 County: Duplin Distance to nearest residence (other than owner): 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. 0 sows (farrow to feeder) x 522 lbs. 1440 head (finishing only) x 135 lbs. 0 sows (farrow to wean) x 433 lbs. 0 head (wean to feeder) x 30 lbs. Describe other Date: 04/06/95 0.0 feet = 0 lbs = 0 lbs = 194400 lbs = 0 lbs = 0 lbs • 0 Total Average Live Weight = 194400 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 194400 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 194400 cubic feet STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 334.0 Inside top width (feet)---------------------- 126.5 Top of dike elevation (feet)----------------- 48,0 Bottom of lagoon elevation (feet)------------ 34.0 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon)------------------ 2.5 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 329.0 121.5 13.0 AREA OF TOP LENGTH * WIDTH = 329.0 121.5 39974 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 264.0 56.5 14916 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 296.5 89.0 105554 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 39973.5 105554.0 14916.0 2.2 5. TEMPORARY STORAGE REQUIRED 5B. 5C. DRAINAGE AREA: Lagoon (top of dike) Length * Width = 334.0 126.5 42251.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 42251.0 square feet Design temporary storage period to be 180 days. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 194400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 355104 gals. or 47473.8 cubic feet Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons pe r CF Volume = 0.0 cubic feet Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 24646.4 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 26406.9 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 47474 cubic feet 5B. 0 cubic feet 5C. 24646 cubic feet 5D. 26407 cubic feet TOTAL 98527 cubic feet 6. SUMMARY Temporary storage period====================> 180 days Rainfall in excess of evaporation===========> 7.0 inches 25 year - 24 hour rainfall==================> 7.5 inches Freeboard=================================== > 1.0 feet Side slopes=================================> 2.5 : 1 Inside top length===========================> 334.0 feet Inside top width============================> 126.5 feet Top of dike elevation=======================> 48.0-feet Bottom of lagoon elevation==================> 34.0 feet Total required volume=======================> 292927 cu. ft. Actual design volume========================> 347628 cu. ft. Seasonal high watertable elevation (SHWT)===> 0.0 feet Stop pumping elev.------------------------> -------------------------- 42.8 feet Must be > or = to the SHWT elev.==========> 0.0 feet Must be > or = to min. req, treatment el.=> 40.0 feet Required minimum treatment volume===========> 194400 cu. ft. Volume at stop pumping elevation============> 198989 cu. ft. ---�.n ram' -- Start pumping elev.------- ------�-------- > 46.3 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 321221 cu. ft. Volume at start pumping elevation===========> 320195 cu. ft. Required volume to be pumped=======_========> 72120 cu. ft. Actual volume planned to be pumped==========> 121207 cu. ft. Min. thickness of soil liner when required==> 2.0 feet 7 . ,ODES IGNED BY: N.�� c `' APPROVED BY: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: l) .. ^ NAME: Tom Whitfie|d ` ADDRESS: Pink Hill, N.C. TYPE AND SIZE 1240 Hogs ' 0F OPERATION Toppirig CLASS 11 DESIGNED BY J. R. Vinson DATE 12-16-88 APPROVED BY J. R. Vinson DATE 12-16-88 PERMAMENT STORAGE 1240 Ho8s x 135 |bs per hog 1 Cu Ft per |b. TEMPORARY STORAGE 167400 }bs of anima} x 1.35 cu. ft. of waste per day per 1000 (bs of animal wt. x 180 days RAINFALL LESS EVAPORATION 7" X 40200 sq. ft. surface area per 12"per ft RAINFALL - 25 YR. 1 DAY STORM 7.5" X 40200 sq. ft. of surface area per 12" per ft. TOTAL STORAGE NEEDED \ TOTAL STORAGE AVAILABLE AMOUNT OF FILL DIKE PAD TOTAL SETTLEMENT 10% TOTAL AMOUNT OF FILL 'CUT TO FILL RATIO TOTAL EXCAVATION 1.2: 1 Note: Fill will run real close. Extra dirt can be gotten on the high side of |a800n. PAGE 2 167400 Cu Ft 40678 Cu Ft 23450 Cu Ft 25125 Cu Ft 256653 Cu Ft 9506 Cu Yds 261816 Cu Ft 9697 Cu Yds 122265 Cu Ft 85860 Cu Ft --------- 208125 Cu Ft 20813 Cu Ft --------- 228938 Cu Ft 8479 Cu Yds 271536 Cu Ft 10057 Cu Yds ' ME: Tom Whitfie>d PAGE 6 ` DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION] ��-l]LUME = --------- -------------------------------------------------- 6.0 27 ' DEPTH [ L X W + L X W + 4 X L X W ] VOLUME= --------- ---------------------------------------.27 12.0 [ 110 X 325 + 38 X 253 + 4 X 74 X 289] VOLUME= --------- ------------------------------------------------- 6.0 27 ' 12.0 [ 1309081 VOLUME = --------- -------- 6.0 27 261816.0 CU. FT. VOLUME = --------- 27.0 VOLUME = 9696.9 CU.YDS. 40200.0 sq.ft. 256653.2 cu. ft. needed \ �IDE SLOPES 2.5:1 4 ' - e Ap 325 ' i h AT f S � I V8 j • 1{No�� 1W . 419SE . O , i rv��✓ OqK i ' ado' S.. off' .4.Ci�� o too - on�E � •: � . .. � . rv !r . � ..:.. . • . - .. _ . _- . � . _ .. _ .... - - - � :.. ....... _ . • COY. p : pf, :. j , - - ... A i if G-Liu ! 4- 4- 1 , I --.i e- 54. _ ---�- -69: s qp- J40 -se � ' ) '; ; �. f ::�'' � •'; � � III i : �: � � , 47-1 tj Ir -^ i* f I }. , ,rI:':: 1 f` - - f, 1 / 1 .. To,, � � tL'r� f 1 Y6 s . )4- � ,) r1 (((�� 1 rl Col rr .:..:..::: 1, GBSf�4� erator:===================================>N&T #3 ASBUILT • - >Duplin Dist.to nearest residence (other than owner): 1200 ft. sows (farrow to finish):====================> sows (farrow to feeder):====================> head (finishing only):______________________> 3520 sows (farrow to wean)•======================> head (wean to feeder):======================> Ave. Live Weight for other operations(lbs.)=> Storage volume for sludge accum. (cu. ft.):=> Treatment Volume (min. 1 cu. ft. /lb.)======_> 1.0 25 Year - 24 Hour Rainfall (in.)============> 7.5 Rainfall in excess of evaporation (in.)=====> 7.0 Drainage area of buildings & lots (sq. ft.)=> Volume of wash water (gallons/day)==========> Temporary storage period (days)=============> 180 Freeboard(ft.):____________________________> 1.0 Side slopes (inside lagoon):================> 2.5 1. Inside top length (ft.):____________________> 355.5 Inside top width (ft.):_____________________> 221.0 Top of dike elevation (ft )•________________> 57.0 Bottom of lagoon elevation (ft.):==__-______> 44.6 Seasonal high water table(SHWT) elev.(ft.):=> Total required volume:=============> 686180 cu. ft. tual design volume:==============> 691362 cu. ft. (1.11*4�op:pumping el . ( > or = to 0.0 f t . SHWT) > 53.0 f t . (> or = to 50.6 ft.Min.) A-Uquired minimum treatment volume: 4 cu. ft. 9 u. Volume at stop pumping elevation: 4ITO ft. Start pumping elev.:=================-- -- 55.3 ft. Volume at start pumping elevation: 390 cu. ft. Actual volume less 25yr-24hr rain: 642258 cu. ft. NOTE: Verify that temp. storage is adequate: Req. volume to be pumped:====> 161877 cu. ft. Actual volume to be pumped:==> 162298 cu. ft. f , -14 -IF�� - • _ -_• I O OoeVI ♦•v • Q. . . . . . . I r � N '»erator:Tom Nh1tfield County: Duplin Date: 11/27/9� istance �o nearest residence (other than owner): 1200.0 feet . STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x .1417 lbs. = �) lbs `` ' 0 sows (farrow to feeder) x 522 ' head (finishing only) x 135 lbs. = 388800 lbs 0 sows (farrow to wean) x 433 lbs. 0 head (wean to feeder) x 30 lbs. TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 ib� . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 388800 lbs. SSLW x Treatment Volume(CF)ylb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb' SSLW Volume = 388800 cubic feet . STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet ellDESIGN VOLUME TOTAL Inside top length 350.0 feet ; Inside top width 220.0 feet Top of dike at elevation 57.0 feet Freeboard 1.0Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 56.0 feet Bottom of lagoon elevation 46.0 feet Seasonal high water table elevation 34.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 344.0 214.0 10.0 AREA OF TOP LENGTH * WIDTH = 344.0 214.0 73616.0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 284.0 154.0 43736.0 (AREA OF BOTTOM) OF MIDSECTION �FNGTH * WIDTH * 4 �}4.0 184.0 231l04.0 (AREA OF MIDSECTION » 4> + (4*AREA M�DSECTION) + AREA BOTTOM] * DEPTH/6 [AREA TOP 73616.0 231104.0 43736'0 1'� VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 580760 CU' FT^ I 5B. TEMPORARY STORAGE REQUIRED DRAlNAGE AREAn Lagoon (top of dike) Length * Width = 350.0 220.0 77000'0 square feet Build1ngs (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 77000.0 square feet Design temporary storage period to be Vo1ume of waste produced 180 days. Approxi�ate daily product1on of manur e in CF/LB SSLW Volume = 388800SSLW * CF of Waste/Lb /D * Volume = 94947 cubic feet ~ ay i8` �a°s Yolume o f Iash water r�is �s the amount of fresh waLer used for washin fl of fresh water used for a flush system Fl h g oors or ^oiume the lagoon water are accounted for in ^A, us systems that reczrcula�e Volume = 0.0 gallons/day * 1A» Volume = 0.0 cubic feet Pe� CF �C. VoIume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by la�gesL amuunt. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 44916.7 cubic feet 5D' Vnlumn nf 25 year - 24 hour storm �c�u�e = 7'5 inches / 12 inches ;er foot * DA Yc]ume = 48125.0 cubic feet r9TAL REQUIRED TEMPORARY STORAGE 5A. 94947 cubic feet 5B . 0 cubic feet 5C . 44917 cubic feet 5D . 48125 cubic feet / TOTAL 187989 | cubic f t ee Total required volume 576789 cubic feet Total design volume avail. 580760 cubzc feet �zr.' req. treatment volume plus sludge accumulatzon 38880v c:�'' �� e1ev. 53.2 feet ; Volume is 387496 cubic feet (end pump�"o T�tal design volume less 25yr-24hr storm is 532635 cubic feet At elev. 55.3 feet ; Volume is 530045 cubic feet (start pump�'`g'' 3casonal hig| water table elevation 34 0 f By:^ NOTE: SEE ATTACHED WASTE UTILIZATION PLAN w N&T Farm 1-8 AWS310806 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. *Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual N&T Farm 1-8 OPERATION & MAINTENANCE PLAN AWS310806 Proper lagoon 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 a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter / early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. 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 fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 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 Overflow Pipes -- look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes N&T Farm 1-8 AWS310806 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 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: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. • Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height 3 N&T Farm 1-8 AWS310806 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 with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occur at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological 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. 4 N&T Farm 1-8 AWS310806 • 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 / 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 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: 5 N&T Farm 1-8 AWS310806 • 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. 6 N&T Farm 1-8 AWS310806 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. 7 N&T Farm 1-8 EMERGENCY ACTION PLAN PHONE NUMBERS AWS310806 DIVISION OF WATER QUALITY (DWQ) 910-796-7215 EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121 COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a 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 flow 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 cause 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 separators - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house, flush systems, or solid separators. 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 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. 8 N&T Farm 1-8 AWS310806 c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, 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 the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, After hours, emergency number: (919) 733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of the movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the 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 the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: b. Contractors Address: c . Contractors Phone: Agriment Services, Inc. PO Box 1096, Beulaville, NC 28518 (252) 568-2648 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Geno Kennedy b. Phone: (910) 289-0395 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. 9 N&T Farm 1-8 AWS310806 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids (V() Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. () Remove bridging of accumulated solids at discharge _ Lagoons and Pits Crusted Solids (./) Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30% of surface. Excessive Decaying vegetation (✓)Maintain vegetative control along banks of Vegetative Growth lagoons and other impoundment's to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.. bunkers and troughs) to minimize the accumulation of decaying wastage. () Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulation of feed () Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). () Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences Areas wastes and feed wastage and other locations where waste accumulates and disturbance by animals is minimal. () 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). MIC -- November 11, 1996 10 N&T Farm 1-8 AWS310806 Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day Systems wastes interval during summer; 15-30 days interval during winter) where manure is loaded for land application or disposal. () Provide for adequate drainage around manure stockpiles () Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. The issues checked (vf pertain to this operation. The landowner /integrator agrees to use sound judgment in applying insect control measures as practical. certify the aforementioned insect control Best Management Practices have been reviewed with me. el (Landowner Signature) -- For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC -- November 11, 1996 Swine Farm Waste Management — Odor Control Checklist INSTRUCTIONS FOR USE N&T Farm 1-8 1 Permit No.: AWS310806 Date: 2/14/2024 Owner Signature: -)/_c.., ♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1) ♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP. ♦ Items in bold or pre -selected are required. ♦ Add any site -specific details related to the selected BMPs ♦ Include any other odor control measures not listed ♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility. Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices FARMSTEAD ♦ Swine Production ❑ Maintain vegetative or wooded buffers at or near property boundary ♦ Improper drainage M Grade and landscape so water drains away from facilities and prevent ponding M Maintain farm access roads and prevent traffic in waste application area ❑ Other BMPs — please describe MORTALITY MANAGEMENT ♦ Carcass ® Dispose of mortality using method approved Decomposition by NCDA&CS State Veterinarian. Manage According to CAWMP (Mortality Management Checklist) and permit(s). ❑ Put carcasses in refrigerated (or freezer) dead boxes within 24 hours for short-term mortality • Traps dust and gases, provides dilution and visual screening • May require third party input/approval • Reduce odors and vectors that occur with stagnant conditions • Prevents spillage during transport and tracking of waste onto public roads • Required by statute and permit • May require third party input/approval storage. ♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration complete combustion. ❑ Other BMPs — please describe Swine AMOC Page 1 of 6 APPROVED — 7/2S/2019 Swine Farm Waste Management — Odor Control Checklist N&T Farm 1-8 1 Permit No.: AWS310806 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE / BARN — WASTE HANDLING ♦ Flush tanks ❑ Install flush tank covers ♦ Odorous Gases ❑■ Flush pits at least 4 times per day ♦ Partial microbial ❑ Empty pits at least once every 7 days decomposition ❑ Underfloor flush with pit ventilation ♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of tanks with anti -siphon vents ❑ Install covers on outside waste collection or junction box ❑ Install sump tank covers for lift stations ♦ Ammonia ❑ Flush/recharge with treated effluent ❑ Treat waste in pits with proven biological or chemical additive ❑ Other BMPs — please describe HOUSE /BARN —FLOOR AND INDOOR SURFACES ♦ Manure covered floors ❑Scrape manure from alleys into pens daily ❑� Install fully slotted floor system ❑■ Install waterers over slotted floor area ❑ Install feeders at high end of solid floors ♦ Odorous Gases ❑■ Scrape manure buildup from floors and walls ❑ Keep floors dry ❑� Install underfloor ventilation for drying ❑ Replace bedding/scrape at frequency to keep bedding dry ❑ Other BMPs —please describe • Pit -flush systems • Pit -flush systems • Pit -recharge or "pull -plug" systems • Monitor for any solids accumulation in pit • Will move with other manure via pits • Where applicable • Aids in animal cleanliness • Aids in animal cleanliness • Solid floor/bedding systems Swine AMOC Page 2 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Control Checklist N&T Farm 1-8 Permit No.: AWS310806 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices 40� HOUSE / BARN — VENTILATION ♦ Dust ❑■ Clean fans regularly — specify frequency ♦ Volatile/odorous gases Al Efficient air movement ❑ Install temperature and humidity sensors to control ventilation ❑ Treat barn exhaust ❑ Other BMPs — please describe HOUSE / BARN — FEED ♦ Dust ❑ Install feed covers ♦ Adsorbed Gases ® Keep outdoor feed storage covered except When necessary to add/remove feed ❑ Minimize free -fall height of dry feed ❑ Install feed delivery downspout extenders to the feed covers ❑ Remove spoiled/unusable feed on regular basis ❑ Feed pellets instead of dry meal ❑ Use feed additives ♦ Ammonia ❑ Use feed -reduced crude protein diet ❑ Other BMPs — please describe HOUSE / BARN — GENERAL ♦ Dust El Install temperature and humidity sensors ♦ Odorous Gases to control ventilation ❑ Use ultraviolet light to treat indoor air ❑ Use indoor or outdoor electrostatic space charge system ❑ Other BMPs —please describe • Examples: biofilters, wet scrubbing, windbreaks • May reduce ventilation rate depending on method • Required by rule 15A NCAC 02D .1802 • May require third party input/approval • May require third party input/approval • May require third party input/approval • Maintain relative humidity at 40 to 65% • Can be used to treat exhaust air Swine AMOC Page 3 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Control Checklist N&T Farm 1-8 1 Permit No.: AWS310806 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAGOON / WASTE STORAGE STRUCTURE ♦ Volatile Gases ® Maintain proper lagoon volume ❑ Minimize free -fall height of waste from discharge pipe to lagoon surface ❑ Extend discharge point of pipe to below lagoon liquid level Q Maintain proper surface area -to -volume ratio 0 Use correct lagoon start-up procedures ❑ Aerate for odor control ® Manage sludge levels based on annual sludge survey as required by permit ❑ Keep spilled feed or foreign debris out of lagoon to prevent excess sludge accumulation ❑ Install/use solids separation system ❑ Use proven biological or chemical additives ❑ Use permeable lagoon covers (not a digester) ❑ Use impermeable lagoon cover or anaerobic digester ❑ Other BMPs — please describe LAND APPLICATION ♦ Odorous gases ® Perform land application in accordance with CAWMP ♦ Wind drift ® Pump intake near lagoon surface ❑ Pump from second stage lagoon ❑ Follow good neighbor policy M Operate at minimum recommended pressure ❑ Increase setbacks beyond those required by statute, rule, or permit • Sufficient liquid volume/depth is required for proper anaerobic treatment • Use caution not to scour or damage lagoon liner • Monitor for any increase in rate of solids accumulation • Methane can be flared if not utilized • Required by rule 15A NCAC 02D .1802 • Avoid application on known weekends, special days, or holidays/eves if possible Swine AMOC Page 4 of 6 APPROVED — 7/25/2019 Swine Farm Waste Management — Odor Control Checklist N&T Farm 1-8 1 Permit No,: AWS310806 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAND APPLICATION (CONTINUED) SLUDGE DISPOSAL Apply during favorable wind conditions, (especially for traveling guns or impact sprinklers) ❑ When practical, apply waste on sunny days rather than cool, overcast days ❑ When possible, apply waste mid -morning to late -afternoon • Recommend checking predicted average hourly wind speed within 24 hours prior to anticipated start • Allows for vertical dissipation of odor • Allows for better vertical dissipation of odor ❑ For traveling guns, use taper -ring or taper -bore • Less odor and drift than ring nozzles nozzles ❑ For traveling guns, use largest -available nozzle that provides acceptable application uniformity ❑ Replace impact sprinklers with low -drift nozzles on center pivots and linear move systems. ❑ Use hose -drag system ❑ Use injection method for waste application ❑ Other BMPs — please describe ♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers ❑ Apply in thin, uniform layers • Speeds drying and prevents ponding ❑ Incorporate land -applied sludge as soon as • Required within 48 hours or prior to next rain event, practical after application, and in accordance whichever is first, for conventionally tilled with permit. bare soils ❑ Use injection method for sludge application ❑ Dewater sludge prior to application ❑ Use alternatives to land application, such as compost, gasification, energy generation, etc. ❑ Other BMPs — please describe Swine AMOC Page 5 of 6 APPROVED — 7/25/2019 ADDITIONAL INFORMATION AVAILABLE FROM: Air Management Practices Assessment Tool (AMPAT) AHG-538-A Certification Training for Animal Waste Management Systems: Type A EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage EBAE 128-88 — Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment EBAE 129-88 — Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies NC NRCS Standard 359 — Waste Treatment Lagoon NC NRCS Standard 380 — Windbreak/Shelterbelt Establishment NC NRCS Standard 422 — Hedgerow Planting NC NRCS Standard 442 — Sprinkler System Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Options for Managing Odor: A Report from the Swine Odor Task Force www.extension.iastate.edu/ampat/ NC Division of Water Resources www.bae.ncsu.edu www.bae.ncsu.edu www.bae.ncsu.edu www.bae.ncsu.edu www.bae.ncsu.edu www.nres.udsa.gov www.nres.udsa.gov www.nres.udsa.gov www.nres.udsa.gov Florida Cooperative Extension Service NC State University Swine AMOC Page 6 of 6 APPROVED — 7/25/2019 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 Vete►inarlan. Primary Secondary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should 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 136.0200. 900� I 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 animas 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. fi),g LJ.1 Ul a -A i -I Sign lure of Farm Owner/Manager Signature of hnicat Specialist Date 3-lg- 0 Date DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS STATE GENERAL PERMITS The State of North Carolina has issued State General Permits for facilities to operate in North Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types of facilities. • AWG 100000 - Swine Facilities • AWG200000 - Cattle Facilities • AWG300000 - Poultry Facilities with a liquid waste management system You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General Permits. Condition 1124 of each of these Permits reads as follows: The Permittee shall: a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation; or b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the Division on a form supplied by, or approved by, the Division. [G.S. § 90A-471 Installation of devices or submission of alternate documentation shall be completed within 12 months of the issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment pulled by manned vehicles. [15A NCAC 02T . 0108(b)J Please check the bog below that indicates your commitment to do one of the following. D within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other equipment pulled by manned vehicles. Vf I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person under the supervision of an OIC or backup OIC at all times during the land application of waste. "I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my mquuy of the person or persons who manage the system, or those persons directly responsible for gathering the nformation, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." NCJ i ra4jrM I -Mb 8 3/1- YO(O Facility Name Permit Number A149.4'% I t A A I I` I Wr`o er/Permittee Name and Title (type or print) "17 a Signature of Owner/Permittee Date Signature of Operator in Charge (' erent from Permittee) Date Mail to: Animal Feeding Operations 1636 Mail Service Center Raleigh, NC 27699-1636 DTASIE 1=224020