The URL can be used to link to this page

Home My WebLink About310322_Application_20240305 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications must be received by the Division of Water Resources by no later than April 3,2024. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. l. Certificate Of Coverage Number: AWS310322 2. Facility Name: Byard Kornegay Farm 3. Permittee's Name(same as on the Waste Management Plan): Ricky T Korneg_av 4. Permittee's Mailing Address: 776 W NC 403 Hwy City: Mount Olive State: NC Zip: 28365 Telephone Number: 919-222-6341 Ext. E-mail: 5. Facility's Physical Address: 797 W NC 403 Hwy City: Mount Olive State: NC Zip: 28365 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): Bobby Kornegay,Jr 8. Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): Prestag_e Farms Inc 10. Operator Name(OIC): Ricky T.Korneaay Phone No.: 919-658-6341 OIC 4: 18093 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 6,155 Operation Tvues: Swine Cattle Dry Poultry Other Tyues Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers tl 13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1 Lagoon Full,clay 547,067.00 69,696.00 19.50 2 Lagoon 10/29/1993 Full,clay 759,663.00 113,256.00 19.50 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(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),sinned by the owner and a certified technical specialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2.A site map/schematic 3.Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5.Odor Control Checklist with chosen best management practices noted 6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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): Title: Signature: .4 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 05-27-2004 This plan has been prepared for: This plan has been developed by: Byard Kornegay Farm 31322 Billy YV Houston `k7 Kornegay Duplin Soil & Water Conservation '75*4 NC 403 West PO Box 219 Nlt. Olive, NC 28365 Kenansville, NC 28349 919-658-3605 910-296-2120 /3& /w- Develuper Signature Type of Plan: Nitrogen Only with 1lanure 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 tht farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. //i a 7 Signs ure(owner) Date Signature(manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture- Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: V, w S 2 04 Technics pecialist Signature Date ------------------------------ ------_:--------------------------......--------------------------------------....-..-.------------------------------ 933323 Database Version 3.1 Date Printed: 05-27-2004 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following roll source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder-Finish Lagoon Liquid waste generated 5,705,685 gals/year by a 6,155 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 130 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 13141 Incorporated 22569 Injected 24$54 Irrigated 14284 Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ PAtN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit (Gallons) Year 1 14,284 14343 -64 5,731,295 -25,610 l ------------------------------------------------------ dote: Jn source ID,S mean:standard source,U means user defined source. *Max.Available RAN is calculated on the basis of the actual application method(.)identified in the plan for this source. 933323 Database Version 3.1 Date Printed: 05-27-2004 Source Page Page 1 of 1 Narrative This WLP is written based on an irrigation design completed by Brock Irrigation. In the Corn,Smallgrain rotation the smallgrain overseed may be grazed with any remaining residue baled as silage/hay and removed prior to planting of the next crop. Soybeans may be substituted for corn if Mr. Kornegay wishes. The PAN rates will be the same for the Soybean crop as the Corn crop(see attached WUT). l' 933323 Database Version 3.1 Date Printed: 05-27-2004 Narrative Page Page 1 of 1 The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is sho%n,where available. Planned Crops Stnnmary Total U cable Leaching ll Tract Field acres Acres Index(l.n Soil Series Crop Sequence RYE 1317 10 2.42 2.42 NA Goldsboro Small Grain Ovcmed 1.0 Tons 1' Hybrid Betmudamass Pasture 6.5 Tons 1317 10A 0.36 0.36 NiA Goldsboro Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.5 Tons 1317 11 4.56 4.56 N;'A 10raneebure Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.5 Tons 1317 12 5.29 5.29 N;'A Orangeburg Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.5 Tons 1317 13 4.14 4.14 N;A Orangeburg Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.5 Tons 13l 7 14 3.44 3.44 N,A Orangeburg Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.5 Tons 1317 1 4 4.40 4.40 N,A Norfolk Small Grain,Silage 10.0 Tons Corn.Grain 115 bu. 1317 5 5.29 5.29 N.'A Norfolk Small Grain,Silage 10.0 Tons Corn,Grain 115 bu. 1317 6 4.57 4.57 N,A Norfolk Small Grain,Silage 10.0 Tons Corn,Grain 115 bu. 1317 7 3.60 3.60 N.A Norfolk Small Grain,Silage 10.0 Tons Corn.Grain 115 bu. 1317 3 2.64 2.64 N,A Norfolk Small Grain,Silage 10.0 Tons Corn,Grain 115 bu. 1317 9 2.06 2.06 \.A Norfolk Small Grain,Silage 10.0 Tons x Corn,Grain 1 IS bu. B�1 1319 1 4.99 4.99 N.A Autnlille Small Grain,Silage 7.0 Tons Corn,Grain 35 bu. 1319 2 4.37 4.3 7 N.'A Autnlille Small Grain,Silage 7.0 Tons Corn,Grain 35 bu. 1319 3 2.91 2.911 N.A lAuir.%Nille Small Grain,Silage '.0 Tons !� Corn,Grain 3:bu. PLAN TOTALS: 56.04 56.04 933323 Database N'ergon 3.1 Date Printed 5.27 2004 PCS Page Page 1 of 2 NOTE: Symbol *means user entered data. LI l'otrntial:Machin 7ecFtnlcal.Gudance Low potential to contribute to soluble None nutrient leaching below the root zone. >_ 2 Moderate potential to contribute to Nutrient Management(590)should be planned. <=_10 ;oluble nutrient leaching below the root zone. High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency > 10 should be considered. Examples are Corer Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers(391). 933323 Database Version 3.1 Date Printed 5.27 2004 PCS Pace Pace 2 of 2 NOTE: Symbol 'means user entered data. Waste Utiliz; able Niuugen Comm. Res. Minute Liquid Solid Lolut Solid PA Ecrt. (Ibs/A) PA ManurcA Manure Manure Mature Nutrient Nutrient NUtrientA pplied Applied Applied Applied Rcq'd Applied pplied (acre) (acte) IFreld► (Field) (Ibs/A► (lbs/A) (lbs/A) ,Source Total tIse. Applic. Applic. IO(H) Tract Field 11) Soil Series Acres Acres Crop RYE: Period N N N Method N gal/A l tills IWO gals tun, 1317 6 S7 Norlitlk 4.57 4.57 Small(;rain,Silage 10.01'on 9/1-3/31 114 0 0 Irrig. 114 45.54 0.00 208.10 a 00 1 117 6 S7 Norlitlk •1.57 4.57 Com,Grain 115 bu. 2/15-0/30 144 0 0 brig. 144 57.52 0.00 262.86 0.00 1317 7 S7 Norlitlk 3.60 3.60 Small Grain,Silage 10.0 Ton 9/1-3/31 114 1 0 0 1 brig. 114 45.54 0.001 163.93 0.00 1317 7 S7 Norlitlk 3.60 3.60 Com,Grain IISbit. 2/15-6/30 •144 0 0 Irrig. 144 57.52 0.00 207.07 0.00 1317 8 S7 Norlitlk 2.64 2.64 Small Grain,Silage 10.0 Ton 9/1-3/31 114 0 0 Irrig. 114 45.54 0.00 120.22 0.00 1317 8 S7 Norlitlk 2.64 21t4 Com,Grain 115 bu. 2/15-6/30 •144 0 0 Irrig. 144 57.52 0.00 151.85 0.00 1317 9 S7 Norlitlk 2.00 2.00 Small(train,Silage 10.0 Ton 9/1-3/31 114 0 U Irrig. 114 45.54 0.00 93.80 0.00 1317 9 S7 Nor lull, 2.06 2.00 Cum,Grain 115 bu. 2/15-6/30 '144 U 0 Irrig. 144 57.52 0.00 1 1 s 41) 0.00 1319 1 S7 Autryville 4.99 4.99 Small Grain,Silage 7.01'uns 9/1-3/31 85 0 U Irrig. 85 33.95 0600 169.42 0.00 1319 1 S7 Autryville 4.99 4.99 Corn,Grain 85 bu. 2/15-6/30 *100 0 0 Irrig. 106 42.34 O 00 211.28 0.00 1319 2 S7 Autryville 4.97 4.87 Small Grain,Silage TO Tons 9/1-3/31 85 0 0 Irrig. 85 33.95 0.00 165.35 0.00 1319 2 S7 Autryville 4.87 4.87 Corn,Grain 85 bu. 2/15-6/30 106 0 0 Irrig. 106 42.34 0.00 200.20 0.00 1319 3 S7 Autryville 2.91 291 Small Grain,Silage 7.0 Tons 9/1-3/31 85 0 0 Irrig. 85 33.95 0.00 98.80 0.00 1319 3 S7 Autryvillc 2.91 2.91 Com,Grain 95bu. 2/15-6/30 •Il)6 0 0 Irrig. IU6 42.34 0.00 123.21 0.00 fotal Applied,1000 gallons 5.731.30 Total Produced,IOW gallons 5,705.69 Balance,1000 gallons -25.61 Total Applied,tons U W) Total Produced,tons 0.00 Ilalance,tons I A'„ ' 0.00 Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol •means user entered data. 933323 Database Version 3.1 Date Printed: 5/27/2004 WU7'Page Page 2 of 2 The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If tpplying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the tnaximum,application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Application Rate Application Amount Tract Field Soil Series (inches/hour) (inches) 1317 10 Goldsboro 0.50 1.0 1317 10A Goldsboro 0.50 1.0 1317 11 Orangeburg 0.50 1.0 1317 12 Orangeburg 0.50 1.0 1317 13 Orangeburg 0.50 1.0 1317 14 Orangeburg 0.50 1.0 1317 Norfolk 0.50 1.0 1317 5 Norfolk 0.50 1.0 1317 6 Norfolk 0.50 1.0 1317 7 Norfolk 0.50 1.0 1317 8 Norfolk 0.50 1.0 1317 9 Norfolk 0.50 1.0 1319 1 Autryville 0.60 1.0 1319 2 Autryville 0.60 1.0 1319 r 3 Autryville 0.60 1.0 933323 Database Version 3.1 Date Printed 5/27/2004 IAF Page 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 shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases.the priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for sludge application. If this is not possible,care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Maximum Maximum Sludge Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres lb/ac 1000 gal,'ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation Swine Feeder-Finish Lagoon Sludge- Standard Corn 120 bu 150 13.16 77.16 154.32 231.49 Hay 6 ton R.Y.E. 300 26.32 38.58 77.16 115.74 So)bean 40 bu 160 14.04 72.34 144.68 217.02 .-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•----------- 933323 Database Version 3.1 Date Printed: 05-27-2004 Sludge Page Page I of The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available Waste Storage Capacity Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days) Start Date 9/1 180 Plan Year Month Available Storage Capacity(Days) 1 1 119 1 2 129 1 3 149 1 4 155 1 5 160 1 6 166 1 7 161 1 8 156 1 9 161 1 10 145 1 11 141 1 12 136 *available Storage Capacity is calculated as of the end of each month. --------------------------------------------------------------------------------------------------------------------------------------------------------------------- 933323 Database Version 3.1 Date Printed: 05-27-2004 Capacity Page Page 1 of 1 OWN Required Specifications For Animal Waste Management I. 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 dishing after waste application Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 933323 Database Version 3.1 Date Printed: 5'27/200.1 Specification Page 1 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. ..................................................................................................._r............................--p .................... ........ 933323 Database Version 3.1 Date Printed: �'27'2004 Specification Pa.ge 2 AWN 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre-plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry- waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. ...................................................................................................................................................................... 933323 Database Version 3.1 Date Printed: 5/27/2004 Specification Page 3 OWN Crop Notes The following crop note applies to field(s): 4, 5, 6, 7, 8, 9 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to » 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-rill. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 1, 2, 3 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to>j 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% w-hen planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop.note applies to field(s): 10, 10A Small Grain: CP, Mineral Soil, low-leachable In the Coastal Plain, oats and barley should be planted from October 1 5-October 30; and rye from October 15-November 20. For barley, plant 22 seedr'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 Ibs/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. ------------------------------------------------------------------------------- 9333'-3 Database Version 3.1 Date Printed: 05-27-2004 Crop Note Page Page I of 3 The follo«ing crop note applies to field(s): 11, 12, 13, 14 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 1 5-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-IVlarch. The following crop note applies to field(s): 10, 10A Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3" deep (1..i"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 73 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 tinder good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.3' 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. .. .............•............................................ . 933323 Database Version 3.1 Date Printed: 05-27-2004 Crop Note Page Page 2 of 3 The following crop note applies to field(s): 11, 12, 13, 14 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well-adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted IMar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry- in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.6' 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): 4, 5, 6, 7, 8, 9 Small Grain Silage The following crop note applies to field(s): 1, 2, 3 Small Grain Silage --------------------------------------------------------------------------------------------------- 933323 Database Version 3.1 Date Printed: 05-27-2004 Crop Note Page Page 3 of 3 U.S.DEPARTMENT OF AGRICULTURE SCS-CPA-16 $AILCON§fRVATIONSERVICE S % 2 -81 ^+ ,ONSERVATION PLAN MAP Owner BYAZD KC R►QF_GA\( Operator County- hl)PI.1 N State_l-C Date Approximate acres -13q• N Approximate scale I" =C.g;n Cooperating with DllPLJM ,-4,01L d h ATE R Conservation District 711 y _ Plan identification (r-IG (T r- 1,n- 131�� 13p9 , I 19)Photo number EZ- •.� Assisted by LIU I A NARQ )F_ -CDoPF—=R USDA Soil Conservation Service I. Vol r � �.C,. X rti.Jt' j. \� �j.w 1,P• yam, 7L �i '•ram. �: y ,./ / ''�'^�''' +�-�may'-£,�; •4�;'�; `�s 'i� ��6' � 31, � �t�' • i . 1��• � ov�-i, ,�kd'S7 ?ir 'r•' _ . -by M• ?.'7,k �-�.Y� +�•� ^r ' � �� fir: ' f• - l - c ►' tj '` C Y.13 ® o fit Y r •Y. 1, �• Y• t.. � ; -.E . ,�, \ � �` � _ ~� r a ��.. Y •� W ?t ! ` �.'yaw@f� ? } f�,i r!. ? ~ „hy Y� vty :� _ '• Y' . m !t '' + ��r.. rn�t• ' •:W. jjpp., s � ,�Y .e�� `. .Ve T.��f,C°i'.� r�♦ •�.r'=�Y ,l y:,3• - �r} t - df,�.-r: 46 bw fib' :`' '� ry�: � '� !F,E \ .��•" 'f`]� ��,�.�' �; IV ...�:ri-:kid 1 y• 59 4 y 660) �1 •� S � /, �.. � 455 ID IL ly FLAAJ 0ir 9 :j. ,•� ` � .f-j - .._ .�•.� �y y:'C:� FF7 ��•^ }r.'•Ins ,` 51 ,01 It 1 R " ' l ; .-,. ±;', -.•1•'i�• -..�.y ".lam•: �Jim � 1!� .t � . -+- �� .h• •. -�•--, �,. �� ' B YRAD KORATEGAY 96 Ilydrant an 60) O = ,-fir Release(4pprac) 3AL = Thrust Blocking �,,,,s' (12.05 0 . - M(' T `n r� ♦ —Alum Pie 9 41 10-0-6"SDR 21,200 PSI P!C ti' CAUTION:--_._..- 44 BEFORE STARTING EXCAVATIONS CHECK FOR UNDERGROUND LMLMES. Brock Equipment Co. PO Box 100 BAILEY, N.C. 27807 Phone (919) 235-4111 Fax (919) 235-4112 This irrigation system was designed for Byrad Kornegay by Shane Ward of Brock Equipment Co. A scaled drawing, required calculations, and required specifications on pipe and equipment are included. The following buffers were maintained on this farm: 25 feet from ditch 25 feet from property lines 75 feet from property lines with occupied dwelling 75 feet from surface water and perennial streams 100 feet from well 200 feet from residence All comments and recommendations are appreciated. Thank you, Shane Ward Lee 6rock, Technical.4pecialist 3-10-99 FIELD SPECIFICA TIONS The lowest maximum application rate (inches per hour) _ .5 The lowest maximum application amount (inches per irrigation cycle) = 1.0 Amount of Nitrogen produced per year for application = 14,156.5 lbs. This plan wets 12.77 acres on T-1318, 1319, 1309 (all fields). Corn overseeded with rye will use 143.75 lbs. per acre. 12.77 x 143.75 1,836 lbs. This plan wets 22.56 acres on T-1317 field # 3. Corn overseeded with rye will use 193.75 lbs. per acre. 22.56 X12L75 4,371 lbs. This plan wets 20.71 acres on T-1317 field # 4-6. Bermuda hay overseeded with an additional overseeding of rye will use 400 lbs. per acre (not grazed). 20.71 x 400 8,284lbs. 1,836 4,371 14,491 lbs. "Overseeding the bermuda w/rye and not grazing fields #4-6 (T-1371) will need to be written to the WUP. The ditch that pull # 14 crosses shall be converted into a grassey waterway. This information was provided by the-waste utilization plan. Traveling Irrigation Gun Settings Travel speed = 26 ipm // 53 ipm; pull #1 OA, & 11 (1 st half of pull) Application rate = .48 iph Lane spacing = 210' Wetted diameter = 300' Gun make and size = Nelson 150 RL�g size = .86" Operating pressure at gun = 100 psi Operating pressure at reel = 122 psi O.jPrating pressure at pump = 151 psi Are pattern = 180' Flow rate of sprinkler = 143 gpm 1, Pump power requirement (bhp) =23 Total acres covered (effective) =56.04 Traveler make and model = Ag-Rain 30A Hose length = 1,000' Hose diameter (ID) = 3" Speed compensation = mechanical Traveling Irrigation Gun Settings Hydrant number L.eng1h of Pill ffectivt-WWth Acres Coverers 1 770 255 4.99 2 750 255 4.87 3 450 234 2.91 i 4 670 255 4.40 5 1000 210 5.29 6 850 210 4.57 7 650 210 3.60 8 450 210 2.64 9 270 255 2.06 10 360 234 2.47 l0A 260 105 .86 11 420 105 1.49 525 255 3.07 12 1000 210 5.29 13 625 255 4.14 14 550 234 3.44 Total: 55:18 Exterior Start = .48 Interior Start = .47 Single Pull = .49 i TRAVELING IRRIGATION SYSTEM CALCULATIONS TRAVELING IRRIGATION GUN APPLICATION RATE I = ((96.3'q)/(3.14"(.09"r)A2))*360/w where, I = approximate actual application rate (iph) IF q = 143.00 gpm q = discharge (gpm) r = 150.00 ft r = wetted radius (ft) and w = 180.00 degrees w= portion of circle receiving water (degrees) Application Rate = 0.48 inches per hour then I = 0.48 iph TRAVELING IRRIGATION GUN APPLICATION AMOUNT d = (1.605*q)/(I*s) where, IF q = 143.00 gpm d = gross application (in) I = 210.00 ft q = sprinkler discharge (gpm) and s - 2.20 fpm I = travel lane spacing (ft) s = travel speed (fpm) then d = 0.50 in Tota( Application Amount = 0.50 Inches VELOCITY IN A PIPELINE v = [0.408*q]/dA2 IF q = 143.00 gpm Mere, and d = 4.00 in v = velocity of water (fps) q = flowrate (gpm) then v = 3.65 fps d = inside diameter of pipe (in) Velocity of Water = 3.65 feet per second _ Byrad Korneqay / 4" PVC TRAVELING IRRIGATION SYSTEM CALCULATIONS ' TRAVELING IRRIGATION GUN APPLICATION RATE I = ((96.3*q)/(3.14*(.09*r)"2))*360/w where, I = approximate actual application rate (iph) IF q = 143.00 gpm q = discharge (gpm) r = 150.00 ft r = wetted radius (ft) and w = 180.00 degrees w= portion of circle receiving water (degrees) Application Rate = 0.48 inches per hour then I = 0.48 iph TRAVELING IRRIGATION GUN APPLICATION AMOUNT d = (1.605*q)/(I*s) _ where, IF q = 143.00 gpm d = gross application (in) I = 105.00 ft q = sprinkler discharge (gpm) and s - 4.40 fpm I = travel lane spacing (ft) s = travel speed (fpm) then d = 0.50 in Total Application Amount = 0.50 inches VELOCITY IN A PIPELINE v = [0.408*gyd^2 I F q = where, [Min gpm v = velocity of water (fps) and d = q = flowrate (gpm) then v = 3.65 fps d = inside diameter of pipe (in) Velocity of Water = 3.65 feet per second \ Brad Korn a /4" PVC FRICTION LOSS IN SUPPL Y LINE AND/OR TRA VELER HOSE FRICTION LOSS IN SUPPLY LINE FL = [(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(L/100)]*.433 where, FL = friction loss in supply line (psi) IF c = 150 c= roughness coefficient Q = 143 gpm Q = flowrate (gpm) D = 4 in D = inside diameter of pipe or hose (in) and L = 4600 ft L = length of supply line or hose (ft) then FL = 22.60 psi Friction Loss in Supply Line = 22.60PSI FRICTION LOSS IN TRAVELLER HOSE (if solid set ... enter 0 for gpm) FL = [(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(U100)]*.433 where, FL = friction loss in traveler hose (psi) IF c = 150 c = roughness coefficient Q = 143 gpm Q = flowrate (gpm) D = 3 in D = ,side diameter of pipe or hose (in) and L = 1000 ft L = length of supply line or hose (ft) then FL = 19.92 psi Friction Loss in Traveller Hose = 19.92 si Byrad Kornegay / 4' PVC TOTAL DYNAMIC HEAD psi feet Elevation dif. from water to CL of pump- 1 .732 4 Elevation of nozzle- 2.165 5 Elevation dif. between CL of pump and high point in field- 4.33 10 Sprinkler discharge pressure- 100 231 FL in pump suction assembly- 2 4.62 FL in pump discharge assembly- 2 4.62 FL in traveller hose*' - 19.92 46.01 FL in supply line** - 22.60 52.21 TDH- 154.75 357.46 BRAKE HORSEPOWER BHP = [Q"TDH]/[3960"Ep] where, BHP = power required to drive the pump (hp) Q = flow rate (gpm) TDH = total head the pump operates against (ft) Ep = pump efficiency (decimal form) IF Q = 143 gpm TDH = 357.46 ft and Ep = 0.55 then BHP = 23 hp Brake Horsepower = 23 horsepower " Friction Losses calculated on previous page - Byrad Kome ay/4" PVC Operator: Byard Komegay 1 County: Duplin, NC Date: 03/27/19 Distance to nearest residence(other than owner): 1000.0 feet 1. AVERAGE LIVE WEIGHT(ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows(farrow to feeder) x 522 lbs. = 0 lbs 2480 head (finishing only) x 135 lbs. = 334800 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other: 0 Total Average Live Weight= 334800 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume= 334800 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)llb. ALW= 1 CF/lb. ALW Volume= 334800 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE NOT COMPUTED AT Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE REMOVED AS NEEDED 4. TOTAL DESIGNED VOLUME Inside top length (feet)----------------- 260.0 Inside top width (feet)--------------------- 250.0 Top of dike elevation (feet)---------------- 49.0 Bottom of lagoon elevation (feet)------------ 37.0 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 2.5 255.0 245.0 11.0 AREA OF TOP LENGTH*WIDTH = 255.0 245.0 62475 (AREA OF TOP) AREA OF BOTTOM LENGTH*WIDTH = 200.0 190.0 38000 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH *WIDTH *4 227.5 217.5 197925 (AREA OF MIDSECTION *4) CU. FT. =[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6 62475.0 197925.0 38000.0 1.8 Total Designed Volume Available= 547067 CU. FT. 1:: 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length *Width = 260.0 250.0 65000.0 square feet Buildings(roof and lot water) 0.0 square feet Describe this area. TOTAL DA 65000.0 square feet Design temporary storage period to bE riod to b e 180 days. 5A. Volume of waste produced Feces&urine production in gal./day per 135 lb.ALW 1.37 Volume= 334800 lbs.ALW/135 lbs.ALW* 1.37 gal/day 180 days Volume= 611568 gals. or 81760.4 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= 37916.7 cubic feet 1:: 5D. Volume of 25 year-24 hour storm Volume= 7.5 inches/ 12 inches per foot DA Volume= 40625.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 81760 cubic feet 5B. 0 cubic feet 5C. 37917 cubic feet 5D. 40625 cubic feet TOTAL 160302 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===========================> 260.0 feet Inside top width============================> 250.0 feet Top of dike elevation=======================> 49.0 feet Bottom of lagoon elevation==================> 37.0 feet Total required volume=======================> 495102 cu. ft. Actual design volume========================> 547067 cu. ft. ' Seasonal high watertable elevation(SHWT)===> 42.6 feet Stop pumping elev.===_______________________> 45.5 feet Must be>or=to the SHWT elev.==========> 42.6 feet Must be>or=to min. req.treatment el.=> 43.0 feet Required minimum treatment volume===========> 334800 cu. ft. Volume at stop pumping elevation============> 398561 cu. ft. Start pumping elev._________________________> 47.5 feet Must be at bottom of freeboard &25 yr. rainfall Actual volume less 25 yr.-24 hr. rainfall==> 506442 cu. ft. Volume at start pumping elevation===========> 516141 cu. ft. Required volume to be pumped================> 119677 cu. ft. Actual volume planned to be pumped==========> 117579 cu. ft. Min.thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY: DATE: 3/27/2019 DATE: 3/27/2019 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: Operator: Byard Kornegay 2 County: Duplin, NC Date: 03/27/19 Distance to nearest residence(other than owner): 1300.0 feet 1. AVERAGE LIVE WEIGHT(ALW) 0 sows(farrow to finish) x 1417 lbs. = 0 lbs 0 sows(farrow to feeder) x 522 lbs. = 0 lbs 3675 head(finishing only) x 135 lbs. = 496125 lbs 0 sows(farrow to wean) x 433 lbs. = 0 lbs 0 head(wean to feeder) x 30 lbs. = 0 lbs Describe other: 0 Total Average Live Weight= 496125 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume= 496125 lbs.ALW x Treatment Volume(CF)/Ib.ALW Treatment Volume(CF)/lb.ALW= 1 CF/lb. ALW Volume= 496125 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE NOT COMPUTED AT Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE REMOVED AS NEEDED 4. TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 430.0 Inside top width (feet)---------------------- 245.0 Top of dike elevation (feet)----------------- 50.5 Bottom of lagoon elevation (feet)------------ 40.5 Freeboard(feet)----------------------------- 1.0 Side slopes(inside lagoon)------------------ 3.0 : 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 424.0 239.0 9.0 AREA OF TOP LENGTH*WIDTH= 424.0 239.0 101336 (AREA OF TOP) AREA OF BOTTOM LENGTH *WIDTH = 370.0 185.0 68450 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH*WIDTH*4 397.0 212.0 336656 (AREA OF MIDSECTION *4) CU. FT._[AREA TOP+(4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6 101336.0 336656.0 68450.0 1.5 Total Designed Volume Available= 759663 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon(top of dike) Length 'Width= 430.0 245.0 105350.0 square feet Buildings(roof and lot water) 0.0 square feet Describe this area. TOTAL DA 105350.0 square feet Design temporary storage period to b(riod to b e 180 days. 5A. Volume of waste produced Feces&urine production in gal./day per 135 lb.ALW 1.37 Volume= 496125 lbs.ALW/135 lbs.ALW*1.37 gal/day 180 days Volume= 906255 gals. or 121157.1 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= 61454.2 cubic feet a r I.. 5D. Volume of 25 year-24 hour storm Volume= 7.5 inches/12 inches per foot*DA Volume= 65843.8 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 121157 cubic feet 5B. 0 cubic feet 5C. 61454 cubic feet 5D. 65844 cubic feet TOTAL 248455 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_________________________________> 3.0 : 1 Inside top length___________________________> 430.0 feet Inside top width____________________________> 245.0 feet Top of dike elevation_______________________> 50.5 feet Bottom of lagoon elevation__________________> 40.5 feet Total required volume_______________________> 744580 cu.ft. Actual design volume________________________> 759663 cu.ft. ' Seasonal high watertable elevation (SHWT)===> 42.6 feet Stop pumping elev.__________________________> 46.8 feet ' Must be>or=to the SHWT elev.====______> 42.6 feet Must be>or=to min. req.treatment el.=> 46.5 feet Required minimum treatment volume=====______> 496125 cu.ft. Volume at stop pumping elevation=====_______> 500319 cu.ft. Start pumping elev._________________________> 48.8 feet Must be at bottom of freeboard&25 yr. rainfall Actual volume less 25 yr.-24 hr. rainfall==> 693819 cu.ft. Volume at start pumping elevation=====______> 689698 cu. ft. Required volume to be pumped________________> 182611 cu. ft. Actual volume planned to be pumped=====_____> 189379 cu. ft. Min.thickness of soil liner when required==> 1.5 feet 7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY: DATE: 3/27/2019 DATE: 3/27/2019 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: r. i r i 77 TV— le 1J-M --- r �—r-fTlSo"i►T r . . . . . . _ . . l S . . . . . . . . . . . . . . . . . . . . . . ... ... .. ' .. _ . . . . . + . ._- -. l o: � . . . . . . . . . _ r / r' l\ PAGE 3 NAME: AMIN OPERATION AND MAINTENANCE This lagoon is designed for waste treatment with minimum odor- control . The time required for the planned fluid I eve I to be reached may vary due to soil conditions , flushing operations , and the amount of fresh water- added to the system. Land application of waste water- is recognized as an acceptable method of disposal . Irrigation by using center pivot , gun , or- travIer is th _ preferred and most efficient method to dispose of the effluent from the lagoon . Care should be taken when applying waste to prevent damage to the craps and to prevent runoff from the fields. . The following items are to be carried out : 1 . Begin pump-out of the lagoon when fluid I eve I reaches invert of the outlet pipes or at a pre-determined elevation . 2. Step pump-out before the lagoon depth is less than 6 feet deep or at a pre-determined depth . (This prevents the loss of favorable bacteria) 3. The recommended amount to apply per irrigation is one inch , ar Cnax irnurn recommended application rate is 0.5 inch per hour . 4. It is recommended that the treatment lagoon be precharged to 1/2 its capacity to prevent excessive odors during beginning _stages of the operation . Precharg i n3 reduces the concentration of the initial waste entering the lagoon thereby reducing odors . Solids should be covered with water- at all times . 5. Keep vege ` at i can on the embankment and areas around the lagoon and bu i I d i ngs mowed . 6. Repair any eroded areas and establish in vegetation . 7. The Clean Water- Act of 1977 prohibits the discharge of pollutants into waters of the United States . The Department of Natural Resources and Community Development (DNRC:D) , Wastewater Management Se . tion , has the responsibility for enforcing this law. S. All surface water- is to be diverted from the lagoon to an adequate and stable cutlet . NAME: Byard Kornegay PAGE 4 APPROXIMATE NITROGEN AND PHOSPHORUS THAT WILL BE PRODUCED PER Y NITROGEN (N) 5=,656.96LBS TONS OF WASTE STORED 2.4`.iTONS PHOSPHORUS (F) 17108. ;LBS IT IS EST I'"ATED THAT APPROXIMATELY 25 Y. OF THE NITROGEN WILL BE AVAILABLE FOR USE AS FERTILIZER THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND 14664.24 LBS. IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND OR FESCUE 7 :.?Z .ACRES WILL BE NEEDED Ti i TAKE CARE OF THE EFFLUENT. IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON COASTAL BERMUDA 36.66 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT. BETORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED Ti i DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY IN RALEIGH IS MAKING SOME TEST CAN A LIMITED BASIS. YOU SHOULD CONTACT AGRONiIMIC SERVICES DIVISION NCDA, BLUE RIDGE ROAD CENTER RALE I GH N.C. 27611 PHONE: 919-7=;: -2655 WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES DURING THE GROWING SEASON. AC: Cl= LAND AVAILABLE FOR APPLICATION OF EFFLUENT AC OF CORN WILL UTILIZE 0 LBS. OF NITROGEN AV OF FESCUE WILL UTILIZE 0 LBS. OF NITROGEN AC: OF BERMUDA WILL UTILIZE 0 LBS. OF NITROGEN BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVY-'._. REACHES ------------------------------ DO NOT LOWER THE FLUID ANY LOWER THAN ------------------------------ THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER RECOMMENDED AF PL I CATION RATE IS 0.5 INCHES PER HOUR AND THE MA.)' MUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER I RRGAT I i iN NAME: 'yard Kornegay PAGE 5 SEEDING SPECIFICATIONS A '_ , TO BE SEEDED 4 AC. APPLY THE FOLLOWING 4000 LBS. S-S FERTILIZER TONS DOLOMITIC LIMESTONE 400 DALES SMALL GRAIN STRAW USE THE SEED MI;•("fURF- INDICATED ( ) 200 LBS.. FESCUE GRASS (X) 140 LBS. OATS ( ) 200 LBS. BAHIA GRASS ( ) 16 LBS. WEEPING LOVE GRASS 010 48 LBS. HULLED BERMUDA GRASS ( ) SO LBS. UNHULLED BERMUDA GRASS D RT ALL WATER TO A STABLE OUTLET THE NEAREST RESIDENCE IS 1000 FT. T.L:.M. 50.0 ft . ELEVATION DESCRIPTION :Na i I in 12" tree @ appircox . sta. +40 in hedge row VERY IMPORTANT - PLEASE READ CAREFULLY -------------------------------------- THE LAGOON iN AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH E THER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM- PLETED AND READY FOR USE. (WE REC:OMMD THAHAT THE LAGOON AREA, SIDE SLOPES, DF."A I NS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL NC IT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL RESULT IN A MUCH BETTER STAND OF GRASS. ) NAME: Byard Kornegay PAGE 6 DEPTH EAREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION] V - 4E = --------- ------------------------------------------ 6.0 27 DEPTH E L X W + L X W + 4 X L X W I VOLUME = --------- ----------------------------- --------- 6 27 VOLUME = --------- ------------------------------ --------------- 6.0 27 10.0 E 29 Z50 VOLUME = --------- -------- 6.0 27 497083.3 C:U. FT. VOLUME = --------- 27.0 VOLUME = 10410.5 C:U.YDS. 66300.0 sq.ft. 496268.9 cu. ft . needed SrSLOPES .5: 1 - . . . . . . . . I . . . . . . . : . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . o•LF — ive o N � -- - - - . 1 , I la Lj r y I I 17 4-1 .. ... . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . : . . . j . . _ � . I .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA- 4ill ! ITE . -7L�-4--l. 1- T 11111* 0L A -L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - ---- - . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . --- - - - - - - - - . . . . . . . . ... all - -JE } : : : : : . _ . : . . . ... . : : : : : : : _ : : . . . . . : cw c� O CIO 00 - - . . . . a-. . - - - - - .-o. . . . . . . . . . . . . : i � : : . . . . . . . l . _ . . ... . . . . . . 1 SS 1 r t r �. b Y.L. J f:i. •� •r '��'� .�' r'�1� � ► '�- �'K"'gam �� :� • .l -LOP' a � 1 vr4IC �. ; � �t3 • of ap It Answ ` 46j. 4 '- j !�. y ► — J . //, . _ �,�;,� 1 •a��• '/, d '`�-• -1.� - Or UI LA . . . . . . . . : : : : : 1 I . - - - - - - --- _ - . . . . . . . . . . . _ _ . . . . i r----------- - . _ . . . _ milli •t t . ter._- .,y�` �fj t�� +�yr �••r 1rr ;�K t A '� .yr. � t ,�A� � � ..bpi v 6 3•► r�•, •4.�.Y � 'rf',ti�,ti if. t,�:� +�t� � eN Ll\ . ... . . . . . . . . . . . . . . . . . . .... . . . . . . . ... . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- - -- - - - - - - - - - - -- . .. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - INN . . . . . . . . .. TIC- rK IN 1u�G3 '7 10-L A 117 Lyo ZIU UUrL1N LU. r1NHN P. U4 it rr}} t C • SCS•Cr:G•s?l; F.". 1.70 U. %. DCI*A l Mt N1 Or aC/tlCUI.tURE 'CIL C0nSrR%'ATI(1!,, SAPVICC �•:)fl_ 11V1S)'if:hT10N TO UE:TER1,61NE SMITABILIIY OF PROPOSED POND SI.1 E FA W}.R•S NAME .p '. l .�uultoA-L ll1STTtEC1 S.C.S. PHOl'o SHEET NO. WORK UNIT WATERSI(L'U ARCA MEA.SUPMMENTS CROPLAND ACRFS PASTUM AdRw WOODLAND ' ACRES TOTAL ACRES 'POND CLASS WORK-UNIT OONSERVAZ'lON!$T . SKETCH or YROPOsrWPOND SHOWING WHERE; 13ORLNGS WERE MADE (App=ox, acalc 111t�_ir'ct) Lwate Wercnce pelat nn txnter lint a/dam and Idrnd(Li on ikiick. le .o I • P� s qz. - SHOW DORINC NUMIIER AND PROFILE DEPTH Make and fi,r Ca.n•airr and ra(thwy ba,inea /int.th-"oendrd Arco and borrow pit 6armps•Icpan,tr witt. w-rticaj rod ltnc. t C.on A•nvcd on bath r.d.cn neeu"rv) SAow water tabu.tcwriont on darn-slic 6orinpf. SCA1,F. 1 2 3 < 5 ? 8 il I 111 12 13 11Fs-mr-- If, 17 1 If, is 20 21 22 21'1 '` G ISGCr sc I ��- I I 1 1 6-- i 4 - sc c- �. t: -G 1 I AW M L I �- i _ I M q-1 o ,vl l s w VL`I G' iSc- c, I �M I Hi . a . 1sQ1ZLNG; rinvr_ !?Y_(JQ>k�p �r ';1GNATUnF, TITLr —Oscr -��— - 10/08i93 lu; 21 $ 91') 296 2107 UUPLIN CO. F1NAN P-05 , r . I'. h'IA7. 1- IN BUI.'TN'Cis -- —_ — •— - .___.—. !i�.,r ��r.o ai •:�•: liar.::, ..•�<+•_j UI�I1=:�D CLASSIFICATJON -- -- -- '— USDA CLASSIP 1CAT10N GW-K el•1 etadcd gravels; Eravei, sand mix \- GP-Poorly graded gravels - - _ c-cravel Gi,1• y svcls, c -Sand Sill ravel-ssnd-silt mix vfs-, Vcry fine sand GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam SW-Well graded sands; sand-grdvel mix fsi-'tine sand I SP-Poorly graded sands Y Jo - SM-Silty sand - . l-•loam ,. , SC-Clayey sands sand-clay +. cl-cravelly, loam mixtures .si b1L -Si Its;silty,V.fine sands;sandy or Clayey silt- . CL-Clays of low to sil-silt loam. •- mcdium plasticity ' cl=clay loam CH-Inotganic"clays of high plasticity . . �' :�:•� ' lttl{-clastic silts ;, sicI=sittyGlay loam i OL-Or an?=- .. '` SCI-sandy Clay loam P =Uts ttnd silty Clays, low plasticity '. sic-silty clay ; UK-Organic clays, medium to high plasticity -.: - e-clay L Suitable waterial for ewbanLz»cnt is available :QYee No nx-Crs.s/d�l - '(/ndimte u.hart toca(cd on (h%s,l•(tch on REMARKS: /1ofd ra5ooy 6,ffor., 4&, a� p _. G1G../a fl'�Ova -f 3 � GonJ'1'rvof' Go�G '•}-ror.c� ��lYOXirNp/ef .2.��f• oi/ ! Y e,- "nl�tn Errlain hazardo requirinc opecial attention in dcsiCa ts«oove,sp.(no.•.odk rW r � 1 GEN;FLkL REMARKS: =S 25 26 27 29 30 31 i 33 33 34 85 3G 37 38 n - f r I 3. <0 <1 <2 t,3 44 <5 <6 <7 48 '49 50 51 - _� _r_ ► I. I j� J—P i i _ I ` I t y WASTE MANAGEMENT PLAN AND WASTE TREATMENT LAGOON DESIGN FOR BYARD KORNEGAY MOUNT OLIVE, NC SCS DOES NOT CERTIFY BEFORE BEGINNING EXCAVATION THAT EXCAVATION AND LANDOWNER IS ADVISED TO CONTACT FILL VOLUMES ARE ULOCO TO ASSURE THAT UNDERGROUND CORRECT UTILITIES ARE NOT DESTROYED 1.800-032-4949 L"I r I I _ E ` rsf• W A Y N ,^o 11oi '�_ Ar ili `° -1 IQ� �tEt 10 ` r 1A7 J Mi l7lj V lii3 <� FAS U21 im Lem �' ? Monty Ga.W I 1 i� .t0 Q� � � !• `�/ �17d �� <•iI lfo 7s'1 U im _m '` „I• ' f I ti G!.._� :eJ::-�:� •1•t• Ifl• 1]tiit 0 LIM CAL o P.1 MI o ua i j Sf1!1 .. • \ ! Ilffi mI sp �Q1 1724 im y v LUt !11! im SitZ w d �° t3ti tlai 17II : 7 • j2a t:4 o l2ft u P / 1m ° !!]t im / ly'L S ".:wo e�•..l 0 LS41. O•Roh .j,.' 11l� + /y�'• ILL .;mo in .7 r:r.s •' r• " wS `• I.e .3 eye:r . l�r.ss im LIQs llfl Ip•1 6•a or.tvl ` t 22 / Is ,s shr„b J711 Lift l t h �a I ^ o t12. liif/-0 :,01 > So f-d mi i 1 .7 imsof { �4 Lm 1 o ♦\ j tooty ui r1tin IM 1� ~ / ol I - _.eI 13 �]H S• im 2j �_ . rM '3lL F 1i12 1m s .+. I un // W. S� uLM Rid H� n 1121 Ilos i \4 � ;• �� Fti•nd+l.ip 'e t;. i42 L tw7 J Im 1EQ-.' Im im /b 17b FAS L•im �2 im ° 1717 inz k 1.1 WMtb NAME; PYRAD KORNEGAY COUNTY: DUPLIN TYPE OPERATI.CN; 3675 FINIS-! -r,1'7r)L REOU I RED VOLUME 744874 CU FT TCTAL DAWN VOLUME AVAILADLE 759613 CU FT EST T MATED ; +;:OLA 11E CF LAGOON EhCA'YA 3 ION 17259 CU YDS VOLUME OF PAD E f:,AVAT K ON 184 W VDS TOTAL EX _A i ATI 1. N 17443 4'!'•.: t.iU YDi g ^ / ' � . Operator:3YARD KORNEGAY County : DUPLIN Date: 10/29/93 Distance to neareso residence (other than owner) : 1300.0 feet 1 . STEADY STATE LIVE WEIGHT 3 sows ( farrow to fiiish) x 1417 lbs. = 0 lbs 0 so*s ( farrow to feeder) x 522 lbs . = 0 ibs 3675 head ( finishing only ) x 135 lbs, = a%125 lbs 0 sows ( farrow to wean ) x 433 lbs. = 0 lhs 0 head (yean to feeder ) x 3�-) Ibs. = 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 496125 lbs REOUIREO TREATMENT VOLUME OF LAGOON volime = A96125 its, SSLW x Treatoect Volumef= / Ib. 5SnJ Treatmert VoLume(CF) .'lb. SSLW= 9EL4 `'oiume = 496125 cubic feet 4 270RA8E VOLUME FOR SLUDGE 4CCUMULArlUM 0.0 cubAc feet S!'UO3E ACCUMULATI]V NOT COMPUTED AT O4KE9S R��QUEE" , REMOVE G_UDGE Twp� DES701 VmUm.: AS NEEDED. \ Tnside top length 430. 0 'feet* ; Irside toD width 24E.0 teat Top of dike at e|avation 50.5 =eet _ �' rplmoard 1 .0 fee� ; Si6e sioPes , a -0 : 1 ( Trsid, lagmzn ) 7mal dssigr lagon, liquid level at Al*,atAon 41 . 5 fent Fct!.om o" lagoan elevation 4*, 5 fnmt 3zononc7 itch oate- table elevatim 12.6 "ee� 70til amign vc \.mm using prinmoidaL '':rxu4r 93/7NO! SS /END7 SS/SIDE1 ES/SISE2 LVN04 %q 'DTH DaP71/ 3.0 3. 0 3 .0 0.0 424 .0 239. 0 A07A O" T:[` LINSTA $ 424. 0 23F .0 121336 !A7EA OF vCP ' AREA OF BOTTOM LINSTH * WIDTH = ' 370 . () 135.0 63550 TAREA OF nOTTOM) . ASEA OF M [DRECTION LENSTH * WIDTH * 4 397. 0 212 ,3 336656 (AREA OF MIDSECTION * 4 ` � ` � CU. FT. = [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM: * DEPTH/6 101336,0 336656.0 68450,0 1 . 5 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 751653 CU. FT. - ^� ^ � .. TEMPORARY STORAGE REQUIRED DRAINAGE APEA: Lagoon ( top of dike) Length * Width =-- 430. 0 245.0 105350. 0 square �ee� Buildings ( roof and lot water) Length * Width = 0 .0 0. 0 0.0 square feet TOTAL QA 105350.0 saua,s feet Oesign tempo~ary storage pTriod tn be 190 Cays. 50. »clame of waste produced qpproxjmata daily productico of manure ii M/|-B SSLW C.00136 Volume = 4?K25 Lbs , 3SLW 4 CF of Wasta/Lb. /Day * 180 days C:,lune = 121451 cubic Teei 77 , Volume of wash water ' This is the amount of fresh watFr used for Aashing floo's or volume of Mesh water :sec for a Niyt s /stem. Flush syFtems thst racirculnte the lagoon watar are accounted fcr on 5A. 0.0 gaI lonsMay 180 tays szop ,ge/7. &5 jal lans per CF ;c : wme 0.0 cubic feet 7:' ','o%u':o uf rainfall in excess of T«zPo-MMon Use Ps-iod of time when raiMa ' l o;resdE e/aparatizr t, largest amoo"o. 120 Mys excess rainfalk = 7 .0 inzhe�i Vclune = 7.0 in * [A / 12 inches pe- fuo.t Volume = &1454 .2 cubic feet 5D. Vclume of 25 yaw- - 24 hour storm Volume 7. 5 inches / 12 inches per foot DA Volume 05843.2 cubic feet -OTAL RETUERED TEMPORARY S70RAGE 5A. 121451 cubic feet 53., 0 cubic lest- 50, 61454 cubic fast 5D. 65S44 cubic feet T1711 248749 cubiv feet ijMMAR,- Total wquirud volume 7A437A =ubic "eWL 7okal Aasign volume a-ail . 75916Z oibi : foxi. QTUS nhudge nac.molation 455175 runic WN 11PV . 41.E feet ; Vclume is 500319 cohic fSet (end pumping ', 3M1 wesign -riume less 25jr-24hr storm is 6?38k9 cubic feet At also , 4G.8 feet I %lins is 6S9698 cutin iew� ' start pumpin;' ' Eswans! hig� motor vabla slavation A2. 1 faat DATE : we f93 SCS DOES NOT CERTIFY THAT EXCAVATION AND KC74z SEE A"TACHED WASTE UTILIZATION PL.; FILL VOLUMES ARE CORRECT .............................................. ................. .................. ........ 47, -7 . .. . . . ' SEEDING RECOMMENDATIONS \ ----------------------- ' AREA TO BE SEEDED: 3.0 ACRES WSE THE SEED MIXTURE INDICATED: 190 LBS. FESCUE GRASS @ 60 LBS. /ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEJIN3 DATES: SEPTEMBE9 15 TO NOVEMBER 30 0 LBS. ' PENSACOL4' BAHIA GRASS @ 60 LBS. /ACRE (SEE FOOTNOTE NO. 1 � SEEDING DATES: MARCH 15 TO JUNE 30 0 LBO. HULLED BERMUDA GRASS @ 8 LBS. =. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 90 !BS. RYE GRAIN @ 30 CBS. /ACRE (NURSERY FOR TE2CUE) 0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 50 8�' ' ---- ----- \ ' 4PF'LY THE FOLLOWlNG: 3000 _BS . OF 10-10-10 FERTILIZER ( 1000 LBS, /ACRE) 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 300 BALHS OF SMALL GRAIN STRAW ( 100 DOLES/ACRE) ' ALL SURFACE DRAINS SHJLLD BE INSTALLED PRIOR TO SEEDING. 2HAFE n'-L DISTURBED AREA IMNEDTATELY AFTER EARTH M0V7N3 [S CO1PLH74D. APPLY LYME AND FERTILIZER THEN DISK TO PREPARE A 3 -O 4 I0C1-i !?VOTK SEEDDED. APPLY SEED AND FIRN GED WITH A OF SIMILAR EgUIFMENT. APPLY MULCH A�D SECURE �I�H A M��C� ANCHORING TDOL OR NETTING. 1 , PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN [CMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS 9ECOMM2NnED THA7 3 LBS. /ACRE OF CDMM01 BERMUDA BE InCLiDED TO =ROVIJE Q[YQZ ' UN7I� BAHIA8RASS IS E5TABLISPED. ' .OH_yer_1.44 US Department of Agriculture Soil Conservation Service � CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for 11,H3 4,1 F.E) KD FQ Vq Em W 45` I� in DUP1.I1i County , North Carolina Designer : GLENN CLIFTON Checker Cate : 10/28/93 Date _ Jcb Aumber 404 LAGOON EXCAVAT[O11,; TWTL4'''E DATA: Beginning Elevation = 40, 5 9eginnin§ Station = 88+.5 38+. 5 to 1+00 C\3CL1E5/3 0 .00000 ft/ot 1+00 to 2+00 C\3CL185/3 0.00000 ft/fz �-` 2+00 to 3+0() C\3CL185/3 0.00000 ft/4t � 3+00 to 4+00 C\3CL185/3 0'00000 fl/ft u+00 to 4-78 C\TCL195/3 0.00020 ft/ft FEVICN NUMBER 1 :ants- lire 5tatior 86+ . 5 :RI5[4s� LAW-, �� . 0 / 49 . 3 300. 3 / 18.6 400 .0 / x7.4 500,0 / 16 , � SET7I04 NWM2ER 2 ' Canterlira Statior 1+00 CR:07NAL [AT4: V0 . ') ! 49 .S 3nC . 0 / 48.9 400.0 / 47. 1 200,0 ! 46.4 SE77ILN NUMBER 3 Centerlira Station 2+00 ORIGINAL DATA: ' 20C.0 / 48.4 300. 0 / 47 .7 400.0 / 46.4 5()0. 0 / 46.0 ON NUMBER 4 � Centarline Station 3+00 CRI3INAL CPTA: 200.0 / a6.8 300.0 / 46.4 400.0 / 45.9 500.0 / 45.6 . ' � _ LAGOON E��VATION ( continued � 10��38�93 p�ge SECTION NUMBER 5 �--` Centerline Station 4+00 \ ORIGINAL DATA: 200.0 / 45.9 300.0 / 45.4 400.0 / 45.3 500.0 / 45.6 2E:TION NUMBER 6 Cente-line Station 4+78 [RIGINAL DATA: 200.0 / 45.3 300.0 / 45.8 400.0 / 46.4 500.0 / 46.4 US Department of Agriculture . . . . ^ � ' Soil Conservation Service � PLANNED QUANTITY CALCULATIONS prepared for It`K 10 F?ID KW 171 Pul EF7(01121`Z in DUPLIN County , North Carolina Designer : GLENN CLIFTON Checker Cate : 10/28/93 Date Job Number 404 LAGOON EXTAVATION : ** EXCAVATION ** | ** FILL ** 90t Left Right Off-C! | CL Dist | Area Volume ! Area Volume SS SS ( ft) | Sta ( +t) ' QqFt) (CuMs) (SqFt) (Cu.Yds) . . ` . . . M 3: 1 3: 1 265. 0 1 88+. 5 | 1510. 5 0.0 ' 12 | 643,4 ' CM. 001. 3 : 1 3: 1 I65. 0 | 1+00 | 1510. 5 ' 0.0 | too 5839.8 0.0 133 711 3: 1 285 . 0 ! 2-03 1 1295 ,6 ^ 0 0 M5. 0 0-00 | 100 14113,2 .�� 711 3: 1 W5 .0 | 4-00 | 976. 1 | 72 | 1725; . 1 45 311 3U 285.0 4+78 14 C . 0 ' �� . ' . OR-Ver-t 44. ' US Department of Agriculture� ' Soil Conservation Service � CROSS-SECTION DATA . QUANTITY CALCULATIONS prepared for 13 .A FZID in DUPLIN County , North Carolina Designer : GLEKN CLIFTOM Checker Cate : 10/28/93 Date Job Number 405 PAD FILL TEMPLATE DATA: Beginning Elevaticn = 51 .4 Begirning Station = Of 5 Of 5 to 5+. 5 D\4CL4C0/4 0 . 00000 ft/ft 5+.5 to +50 0\4CL400\4 0. 00000 ft/ft � +5C to 1+00 D/4CL400\4 - .00250 ft/ft Yr , ` _+C0 to 2+0� 0/4CL40C\4 -.00250 ft!f� 2+7n to 2+30 D/4CL400\4 0 .0000() ft/f� EETTIOK NUMWR 1 ' [eltsrline Station Of 5 ORIGINAL DATA: 0 .0* ; 52.9 1000 / 53.O 200.0 / 52.0 300.0 / 50. 4 4C0. 1 / 48 . n. E10 .0 / 4B.6 080.0 / 52. 1 500.0 / 52.l =71CN NUMEW 2 Certerline Statior 5+. 5 VR|GINAL DATA: 0,0 / 52.9 130 . » / 53, 0 200.0 / 52. 3 300,0 / 50. 4 ZO0 , 0 / 42 . -` 480.0 / 52. 1 500.0 / 52. 1 TEITZ2N NUMBER 3 Certerlils Station +50 WGIHAL DATA: 0.5 / 51 .7 100.0 / 51 .8 200.0 / 50.3 300.() / 49.0 400.0 / 47. 5 JPN 450.0 / 47 .0 480.0 / 51 .3 500.0 / 51 .3 EEC�ION :UMBER 4 Centerli"e Station 1+00 [RIGlNAL DATA: - 'PAD FILL ?continued ) 10/28/93 page 2 ` � � ' 0.0 / 50. 5 100.0 / 50.6 200.0 / 49.5 300.0 / 47. 5 400.0 48,4 r, 450.0 / 46. 1 480.0 / 50.4 500.0 / 50.4 . SECTION NUMBER 5 Centerline Station 2+00 ORIGINAL DATA: 0.0 / 49 .2 100.0 / 49.8 200.0 / 48.4 300.0 / 46.8 400.0 / 45.9 450,C / 45.3 480.0 / 49.5 500.0 / 49.5 SECTION NOM8ER 6 Centerline Station 2+30 ORIGINAL DATA : 0 .0 / 29 . 1 100. 0 / 49 . 5 200.0 / 48.2 300.0 / 46.7 400.0 / 45.6 450.0 / 45.3 480.0 / 49. 5 500.0 / 49.5 - ' _ . ` US Department of Agriculture . ' Soil Conservation Service PLANNED . � QUANTITY CALCULATIONS prepared for JHD: F;,1D Ke:CP F�!g�4 F---C-3 qc-)~v� XD in DUPLIN County , North Carolina Designer : GLENN CLIFTON Checker Date : 10/28/93 Date Job Humber 405 PAD cILL ! ** EXCAVA'.'ION *A FILL ** rMs Left Riqht Off-CL C� Dist | Area Volume Area Volume width FS SS ( ft` | Eta ( ft) | (SqFt) (Cu.Yds) 1 (SqFt) (Cu.Yds) | � � 05 4: 1 4: 1 80.0 | 0+05 ' 0,0 1 418. � | 1 0.0 7.� 4. 1 ^: 1 GO ,0 ! 5+. 5 | 0.(1 W8 . 5 ( 45 0.0 | 977.3 ;01 4 1 1 40 80,0 | 005C 75S.0 | 50 0.0 | 2781 .7 413 411 4: i 60 .0 1+00 0 .0 WT0.7 � 100 | 0.0 7610.0 AM Q ! 4 : 1 80.0 � 2+00 | 0 .0 � 1416.6 ' 0. 0 | 9217.0 441 4t1 8C .0 2+30 | 0. 3 :47, . 2 ' OH-Vor1.44 U C S Department of Agri�ultu .- . Soil Conservation Serwice. (� PLANNED � QUANTITY CALCULATIONS prepared for 11Ne FR 1433 KK3 FT PM E=CS 6N` " in SAMPSON County , North Carolina Designer : GLENN CLIFTON Checker Cate t 10/29/93 Date Job Number 436 PAD EXCAVATION ! ** EXCAVATION ** | *1 FILL W. Pat Wet Right Off-Ci- | CL Dist | Area Volume 1 Prea Volume Width SS SS ( it) | Sta ( fL) 1 (SqFt) (Cu.Yds> | AqF& (Cu.Yds) . . 200 4: 1 4: 1 80 .0 | 0+C5 ` ) 16L .6 | 0.J CIO 45 | 16B. 1 | 0.0 4: 1 4: 1 8� .0 | 0+50 40. 1 C,0 18z.9 0W TOO 4: 1 4: 1 80.0 | 0+75 ! 2.4 ' C .0 ' ' ` ' . ` U.S. DEPARTMENT- OF AGRICULTURE �- NC-ENS-12 . ' Soil tonse�rvaA i Service K Re\/. 6�82 -\ ~ EARTHWORK COMPUTATION SHEET NAME: BYARD KORNEGAY \ SETTLED TOP DIKE ELEVATION 50. 5 TYPE EARTHWORK: X Dike _3: 1_ SS _ 12' _Top: Excav: Pad STATION ELEV. FILL END AREA SUM OF DISTANCE DCUBLE GROUND HEIGHT (Sq. Ft. ) END AREAS ( feet) VOLUME _______________________________________________________________________ 0 43.9 1 .6 26.88 5i 48.3 1 ,7 29.07 55.95 51 .00 2853 151 47.6 2.9 60.03 89. 10 100.00 8910 257 4616 3.9 92.43 132.46 106.00 16161 293 46 .4 0. 1 99.63 192.06 36 .00 6914 393 46. 0 4. 5 114.75 214.38 100.00 21438 493 45.6 4.9 130.83 245. 58 100.00 24558 5% 43.6 4,9 13003 261 .66 100.00 .26166 19, A6. 4 4.i 99.63 230.A6 106 .00 24429 805 46. 4 4. 1 99.63 199.26 106,00 21122 905 45.9 4 .6 118.68 218.31 100.0C 21831 776 45,9 4.6 118.6S 737'36 51 .00 121D5 1062 45.6 4 .9 130 .87 249. 51 106.03 2640-3 1162 46 .6 3.? 92.43 223,26 100 . 00 22326 1262 W. 1 2.4 46.08 138. 51 100.00 13851 1362 49 . 3 1 .2 18.72 54.80 100,00 6480 1399 48.9 i .6 26.88 45.60 36.00 1642 ' ---- ------------------- 1398.00 257234 � . [� jble Volume of Fill = 12261u.9 Cu. Ft 2' Volume of fill Hine 1/271 = 2763.6 Cu. Yd , 3 . Allowance for ssttlemert( 10%)= 476'4 Cu. Yd. � . Tcta ! Cubic vds (2 + 3) ) = 5279.9 Cj . Yd . 7cmputed by : SLEN� C� [FTCN ]ate: 1�/2B/93 Che=ked by : ` • U: S. Ot1k"wT AMIMTM MC•Elq-i0 ?a4l Cw6w%attm larvlw _ Wt. 7/91 (" PLAN OF EXCAVATED WASTE STORAGE PIT NAME: $yaaD KoanE-GAy Date: I&L-7 f93 county: bupt)n Address: ElIO TN �3 0 $1 BE SUP1 TO I / iz' AYE. TOP ELEV.\ 1110 SECTION ��+� AVE. BOTTOM ELEV. / LEN07M 376' gas back for volur calculations) Use of facility: WASrE R1rA'TMEnr I-AGoon Capacity: 56 8 Z Z 79 Tons -7e5;)663 Ft3 Soil Type: Bench Mark Descr pt on n a,L in oco Gum TREE LOCATED So .500 rH O r LAsT auia0igr. OF 5/76 /7Ek7" 7-o W000S Imam Bottom Slev. +0.5 Normal Liquid Level Slew. 49.8 Storage for normal Precip. (+) _ Ft. Kaximnm Liquid Level Slew. 4R.S 25 yr. Storm Storage (+) 7 Ft. Crest SSW Elev. - Max.Flov Depth (+) - Ft. Freeboard (+) 1. 0 Ft. Top of Dam - Elev.— :�;0•5 3y,2,.a KanneG4y- D✓Own Cc TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM Confinment Building Top Width Settled Top Elevation 5 O.S Enb PAD aE6in pA*b _ _ OUTLET PIPE ELEV. 41 SS 3 s I Pit �� SS sw SS i TREATMENT LAGOON € �1 i� Depth = r 8.3 " Pipe (Needs to be adequately supported) Bottom Elevation 10-S 1 r � c � r o ffir P4 U F � cz Im > � a r U H a U oy w F r•1 Z W H H U W H [z+ H O r U H 91A O U • C r r N w } n O F H Z 3 �; z zW F H H O O z a N d MN y U d . W C] x U d ~ H 3 d 6U Op � z n. C� n' F 1-4 (4 H W F X v d LL F O U d } � X W z H a rA d � � o l Z >4 4.O U OH U F � d d O U X � • W G. «a W 6 O ca a H C? 0 H 1 Q W - c� r a 'ten z d v OPERATION AND MAINTENANC(' LAN ------------------- This lagoon is designed for waste treatment ( permanent storage) with l min. odor control . The time required for the planned fluid level to be reacher ( permanent + temporary storage) may vary due to soil onditions flushing operations, and the amount of fresh water added to the system. Ihs designed I months temporary storage is an estimated volume b .sod on : 1 waste from animals; excess rainfall after ) ) ` C(_'�S r a;rl f;_,1. . a . t_r and , the largest 24 hour (one duty ) rainfall that_ occurs an the average of once every 25 years. The voll_ne of waste generated fro:, a giver ^tl.tinber of animals M I L be fairly constant throughout rrts_t the year and from year to year. Th Ls estimate is hasea on T inches of excess rainfall Ahich is equal to '3r exceeds the highest 6 months excess in a war. The av rrage annual excess rainfall is approximately 8 inches, T;:ar=fcre , an average of 8 inches o ' excess rainfall will need to b;_t `:mpei each year . The 25 year rainfall will not be a factor to consicer in an annual dumping cycle, but this storage volume must always be <=i'rrt•tl_... _e. A maximum elevation is determined in rac!•cm d •::t.lgn to 'Jegi7 cum;M7 and this is usually t4e outlet irvert of .._ •: _ K :'i7901 , if the outlet ;: 5-e is not installer `', F!hi;; elsvat= 0:1 6,gin pun ping , a permanent marker must be installed an t-is elev..i'.?.on tz indicate when r.:1:'!w;1.ng :=,hoold beg i q . A;. elevation h.?..on !.J.st `:e estab 'i .. n ..: e' m _ tC OW Pu!] Pi.g to f;^aint a_ir'. minimum treatment depth •r feet ) . !•T,p -;' g can F-:r-.: started ^r stopped •':l'".'. any time between a" e ' ... t. ._ k ='•Jc.}:...t"ns fur operating cw,nveni e.!!:.... as .. its':.' f__=?;l0l !__o!i'.::i permit, _i as F "e..p.t soils , c .F -,cl'" s:Sr�l •. crop, and,.,..;�i equipment in order- to apply waste :;F#O;,_,,eph _ !•"ur':•_lfl leaching , tnL application of w,;,,-;ta u;i..t .`•.er= is rayr^cCl?.ls_.•.__ry as an ::!i_:% ^•'p ..._-!i_;._ :. m : s=-- r' d s ar,<,et . Me!.:hor:E:e of applicaUan i_nrl++-!_i- solid set:, ... _ . .vsh, gums, :=!r d traveling quo irrigation .ation . ar"_. __`':ut; . _. h 11ye7 When =+:_.r lying wastes to iw:°':'vent damage t7 .:roils. tr.;,'1ng y`j r-e...t end,,.:� '" a.t •w' .t-•-s_:_ F i- " ,o.-r ,._: . .. _ w.t.. nlee.-.._ :�.r: 1 _Nlc _._!F:'L 1 ii•� .. i poor ...,t"E:-. A :a i! 2 t.... __.'i.L.a ci _o 'p _:vG?n.r.. e;• ..(?1Es :('•.• ocar:.�s> nor .nce iti•�::,�.::! .ti',l yi'r' n .: Lne } ?Yoor ,5 • F «' • F ; ic ilg odors. Milos ibfuld _ _.. .nv . d with . af . iF _ t at all t._-L!�!!H s, When precharging in complEts.. li ... .._»J_.r:i; .r Ai _.h . e'_w•c!.et lagoon .iq.{..d . Fresh w:,!-i:.', - ':..r•no!'.. _. _ TS-...^ •aa'.':ar:i ::o .._.•'>i'e at:.'wF. a.:._._-t:...on ;.3'_ c-n 31aail be '.'r31. 1o4dad, T'?0r Ply- '''f_-' ..omeT;'-mdesampling and testing of I1;:_t:?te ( ...E a'.tcl:._ho:__q . ) _. r'r_' :i.n ?!_l:l _...!t Of M.h e lagoon when fluid level raachas ... l e v y•-- f_er 48.8 as marked by persp'c;•hent .rra."'ker• Stop pump-oat ;,.he.-! t«�1:. Mid_•.d level reaches •,/.�t,� alejf3 6.3 or be fora G�'ae ": ] 1,_ i•_ :J�_ptr .L i less than 6 Meet deep ( this preven t-: the loss of fa.vorabl _.. PN .,<..,. ._ ..:a ) . The wi ,fir! .err,;) .rar :: �:.!:�,-a�ri��„ less "�_ year G::,!:;.,r,i in182906 cubic feet or 1368134 gallons. As stated before, ... L a'aluoa Ail ! varyconsiderably from year to year. 1. , The recoff ided maximum amount to ap� per irrigation is tine `(•1) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually . Vegetation should be fertilized as needed to main iain a vigorous stand . 6. Repair any eroded c-!!'"f•?as or areas damaged by rodents and establish in vegetation . 7 . All surface runoff is to be diverted from the lagoon to stable minimum of 5 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste w,i 1 l not be applied inopen ditches. Do not pump w:.t;f:.lf 200 feet of r•'e': i d: eo r within 100 feet e t of a well . }, Tha f laan Water Act of 1977 prohibits the d1.airF.i%t`_ge of •_-c i• luF'a ,ts into waters of tila United States. The pCe.;-1rv1-._ -.=1ZF.rt c-P y.,•,. or -;eit, Health, and Natural h.eMi'✓u ..._a. , Olvisinn of E;-:'.'l.ram - .-.iental M:;nagemert, has the responsibility for enforcing this ...c1w. SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- Cl�arir c� ; l _ trees and brush shall be removed from the construction area bal•:,-:re any e;,i_•Yr,vating or f:i.l. l in started . Stumps will he removed wi _:.yJ.n the area of the foundation of the embankment and fl'•_ l areas and all excavated d areas. All stl.?i'tps and roots •w5xceeding one ( 1 ) ._rch in diameter" shall fJ'_-"' removed to a mJ..r'tl:Tium dY_!f'h of a ( 1 ) foot. atis7'.=r_•Fnry disposition Will he made of all debris . The •f.^^I-nda'-ion area shall be loosened ned thoroughly before placement of embankment material . Lagoon site (and pad site: if needed ) to be stripped of 1_o;p5oil (:0 and stockpiled for Use an dike and earl slopes (2-3" ) . The topsoiling quantity is in excess of amoults specified on page one Cut-at" Treich% ---------------- A ..t-af f trench (when specified ) 'shall be installed as shown 1`i the plans . ------------ - Mnsuruction of excavated r. ra ,E.h. • i I• :r;-es::;s c,,'•::• 1 1 be performed (, thn qeat lines es and grades as planned .d .. Dsv'1.;'tion4 from !this will _...i;... ..r •? prior approval of the t?3 •-'C'-- .. !::cr.r _... . .... l shall i..:'.:.' placed in max , cl ... " lifts and not placed a :in stendiig water. Compaction n steal i br:5 '..;•e Tors a.{Y;FZ(cry s._s _. materials . _,lnst..--I f 'k'._. ? ; 0, fill _e f,P..t. it shall _n s l:d e 'I.-.e r ( _,0 percent i o r- is��t' l i-«'"'m+ •I'1 `.. To they p r�_'t�_.._.t, a:- .._.. �. _ seepage, r- .�.�•,Sja. . areas f�'f' unsuitable material a'?'" .:i:!."i+__jt_.L. . y..._. �?f": ,. -:?•j% ._ read No- te r.-.. c;-..,i l.'SIei:1':tiid :_i minimum of aF'ts ( 1 ) fr;:rtt below grada and F?a+:Yf'i = led •anc'. _..,: -i'-,•_,_ted Ih+:. t . a :if..E approved material ( ie-0Lq;.7{... CH) . ReTer to .I'_.he sail nv.y-.•'c+tilat_iat information in the plans or spacial co..7iter" .itet._nr ArFcaztions snould ne taken during construction to -ri'S'vw;:. .. sacessive arosior and sedimentation . Alt exposed awbankment and other lire constructed ?.r!^"as shall Y% seeded to the planned type 01 vegetation as soon as pa _i 7 t - attar n9:t".. ct_on a+_:C:.ording to seeding specifications sheet,. =n3mrwm==mw' : urn 'mm :� ::::e:=:::■ '�..• :e. ®m�■W■.m■■Wm7 ■■■■�mmm//■■■/■■■■■I>t/.■■■■■■■ass■■® ®■�■■■at■®■■alma ■/./■/■■■■■o�■m an ®■� N AIIII�■sA>•I>• maim - - CI 11■-:N� 11■ . �� E an IN I E Em mu M N' m-'Ip-I Oman W. IIN.3!s �7®.oe.■c�l� i�c 1■nIIILl7(�....�L\s.7■. ai<=�aE mom .�'■'�"..'�■Cn '�`.'- Al. 'mnil i1■�■u'm'i■ ■'�■�.■■mi."i � . '■C."..�i:i '■■':WENT .11 ".m.l....ml/■mNN.■I■HIS■J 171, /■ ■.■�IYM■Yslr an son no somm ■m■a■■.■■■■ ■■.moommumom 0 �'.. :■ I ■■■■■■■■a. ■ i/■/■. ■■■■...■■■..:::....:C..:..:1 C 1 �w C::■..■■...■■.m. : l.. ■■■.■■.m■NN 11...■.m.■■■.■Iltl�l(I�y�l H.11■W■■■....■..m./u■.f�■31� .■/i��7■/mNrs'�■■■■■■.'�7F�'�■..■■. �3 ■Ill�11■�F�N■■.■.F7['.ii.■■./..�1�'1 ■■/■...N.■■■..■.■..■■■..■. .. ■ ■ H.11■■11■.■■■■■■■■■■■■■■■...N/...■ ■//■■■/■■■/■/■■■.■■■■■■.■lIF�:�./■■ ■■11■■II./11■■.■■■■OIL■■■■■■■■.■■Y■!0■ ■■/■�F`i.7..■■■/i�ifJ�,7/1■■//■/:�(��/■...■■% '�S/.11■.11.3[�.�/..■■..fJL'Fr■....■�':� ►11■■■■■■■/■■■.■G..■■...■/.■■.■■...■■■■/!1\111/■■■/..I[F•F■/.■■■/mama. u11■■■■■..■■■lwlli■■■■■■■■IAFj:i�■■■■■ ■/■Ilylfl�\�i��■■..■r■....■■■■..■■■ tr■■/■■■■■/■■\mirth■■/■■■■■/.■■■/■■/:.■■oz■'l:z=��1lElIEo■■■.■■■■■■■.■o.su llama.■■■.■■■.■■■■■.■■■■■/ ■■■■/■■.■..■/■■■■■■�■■■/■■■■■■■■■■■■■.■■■■■■ 11■■itire`'■///■■i�a►�{'J■■■.■■/".�::ai:■/■■■■.�Ji,'.■.■■■■r�:��/■■■.■■]I.�■■■■■■.7Cc�■.�: MEMO mm:mmmmmMmMmMmM:::i� 1101111 4aul ayl of salcnbS 01 t I _ i I I • II j. . . . .. . . . . . i _77 I I I - t ... 44- + 1 I I 4 4 I I I O.O t I -a - p1 0 DO i•Zi i /p I 0:7 F N Byard Kornegay Farm AWS310322 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 1 Byard Kornegay Farm AWS310322 OPERATION & MAINTENANCE PLAN 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 2 Byard Kornegay Farm AWS310322 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 Byard Kornegay Farm AWS310322 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 Byard Kornegay Farm AWS310322 • 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 Byard Kornegay Farm AWS310322 • 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 Byard Kornegay Farm AWS310322 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. Byard Kornegay Farm AWS310322 EMERGENCY ACTION PLAN PHONE NUMBERS 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 Byard Kornegay Farm AWS310322 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: Agriment Services,Inc. b. Contractors Address: Po Box 1096, Beulaville,NC 28518 c . Contractors Phone: (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 Byard Kornegay Farm AWS310322 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids (,/)Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. W Remove bridging of accumulated solids at discharge _Lagoons and Pits Crusted Solids (VO 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. O 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 Ricky Kornegay Farm AWS310756 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 (4 pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. (L ndowner g ture) 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 11 Byard Kornegay Farm AWS310322 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices _Farmstead Swine production (/)Vegetative or wooded buffers: (/)Recommended best management practices; (✓)Good judgment and common sense Animal body Dirty manure ( Dry floors surfaces covered animals Floor surfaces Wet manure-covered (,/)Slotted floors; floors (/)Waterers located over slotted floors; ( )Feeders at high end of solid floors; ((/Scrape manure buildup from floors; Underfloor ventilation for drying Manure collection Urine (,/)Frequent manure removal by flush,pit pits recharge or scrape Partial microbial (✓Underfloor ventilation decomposition Ventilation Volatile gases (./)Fan maintenance; exhaust fans Dust (,()Efficient air movement Indoor surfaces Dust (,/)Washdown between groups of animals ( )Feed additives; ( )Feeder covers; ( )Feed delivery downspout extenders to feeder covers Flush Tanks Agitation of recycled( )Flush tank covers lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks are filling with anti-siphon vents Flush alleys Agitation during waste ( )Underfloor flush with underfloor water conveyance ventilation Pit recharge Agitation of recycled()Extend recharge lines to near bottom of points lagoon liquid while pits pits with anti-siphon vents are filling Lift stations Agitation during sump ( )Sump tank covers tank filling and drawdown Outside drain Agitation during waste ( )Box Covers collection or water conveyance junction boxes End of drain Agitation during waste ( )Extend discharge point of pipes pipes at lagoon water underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( )Proper lagoon liquid capacity Biological mixing (,/)Correct lagoon startup procedures Agitation (,/)Minimum surface area-to-volume ratio(✓)Minimum agitation when pumping ( )Mechanical aeration ( )Proven biological additives Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind nozzles Wind draft (,()Minimum recommended operation pressure (V)Pump intake near lagoon liquid surface ( )Pump from second-stage lagoon AMOC—November 11, 1996 12 Ricky Kornegay Farm AWS310756 Storage tank or Partial microbial ( )Bottom or midlevel loading basin surface decomposition Mixing while ( )Tank covers filling Agitation when emptying( )Basin surface mats of solids ( )Proven biological additives or oxidants Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid surface position Mixing while filling level Agitation when emptying ( )Remove settled solids regularly Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use outlets ( )Proven biological additives or oxidants Dead animals Carcass decomposition (,/)Proper disposition of carcasses Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits disposal pits ( )Proper location/construction of disposal pits Incinerators Incomplete combustion ( )Secondary stack burners Standing water improper drainage (,()Farm access road around facilities maintenance Microbial decomposition of away from fagfltiesmatter _Manure tracked Poorly maintained access (,()Farm access road maintenance onto public roads roads from farm access Additional Information: Available From: Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment:EBAE128-88NCSU-BAE Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension 1995 Conference Proceedings The issues checked (✓) pertain to this operation. The landowner/ integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Management Practices have been reviewed with me. La owner Sign to ) 13 Byard Kornegay Farm Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310322 � t'e: 3/5/�024 INSTRUCTIONS FOR USE Owner Signature: ♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1) ♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP. ♦ Items in bold or pre-selected are required. ♦ Add any site-specific details related to the selected BMPs ♦ Include any other odor control measures not listed ♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility. Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices FARMSTEAD ♦ Swine Production ❑ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution near property boundary and visual screening • May require third party input/approval ♦ Improper drainage ❑ Grade and landscape so water drains away • Reduce odors and vectors that occur from facilities and prevent ponding with stagnant conditions ❑ Maintain farm access roads and prevent traffic • Prevents spillage during transport and in waste application area tracking of waste onto public roads ❑ Other BMPs—please describe MORTALITY MANAGEMENT ♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval According to CAWMP(Mortality Management Checklist)and permit(s). ❑ Put carcasses in refrigerated (or freezer) dead boxes within 24 hours for short-term mortality storage. ♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration complete combustion. ❑ Other BMPs—please describe Swine AMOC Page 1 of 6 APPROVED—7/25/2019 Byard Kornegay Farm Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310322 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE/ BARN—WASTE HANDLING ♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems ♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems ♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems decomposition ❑ Underfloor flush with pit ventilation ♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of tanks with anti-siphon vents ❑ Install covers on outside waste collection or junction box ❑ Install sump tank covers for lift stations ♦ Ammonia ❑ Flush/recharge with treated effluent ❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit chemical additive ❑ Other BMPs—please describe HOUSE/BARN—FLOOR AND INDOOR SURFACES ♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits ❑ Install fully slotted floor system ❑ Install waterers over slotted floor area ❑ Install feeders at high end of solid floors • Where applicable ♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness ❑ Keep floors dry • Aids in animal cleanliness ❑ Install underfloor ventilation for drying ❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems keep bedding dry ❑ Other BMPs—please describe Swine AMOC Page 2 of 6 APPROVED—7/25/2019 Byard Kornegay Farm Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310322 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE/ BARN—VENTILATION ♦ Dust ❑ Clean fans regularly—specify frequency ♦ Volatile/odorous gases ❑ Efficient air movement ❑ Install temperature and humidity sensors to control ventilation ❑ Treat barn exhaust • Examples: biofilters, wet scrubbing, windbreaks • May reduce ventilation rate depending on method ❑ Other BMPs—please describe HOUSE/BARN—FEED ♦ Dust ❑ Install feed covers ♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802 When necessary to add/remove feed ❑ Minimize free-fall height of dry feed ❑ Install feed delivery downspout extenders to the feed covers ❑ Remove spoiled/unusable feed on regular basis ❑ Feed pellets instead of dry meal • May require third party input/approval ❑ Use feed additives • May require third party input/approval ♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval ❑ Other BMPs—please describe HOUSE/BARN—GENERAL ♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65% ♦ Odorous Gases to control ventilation ❑ Use ultraviolet light to treat indoor air ❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air charge system ❑ Other BMPs—please describe Swine AMOC Page 3 of 6 APPROVED—7/25/2019 Byard Kornegay Farm Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310322 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAGOON/WASTE STORAGE STRUCTURE ♦ Volatile Gases ® Maintain proper lagoon volume • Sufficient liquid volume/depth is required for proper anaerobic treatment ❑ Minimize free-fall height of waste from discharge pipe to lagoon surface ❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner liquid level ❑ Maintain proper surface area-to-volume ratio ❑ Use correct lagoon start-up procedures ❑ Aerate for odor control ® Manage sludge levels based on annual sludge survey as required by permit ❑ Keep spilled feed or foreign debris out of lagoon to prevent excess sludge accumulation ❑ Install/use solids separation system ❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation ❑ Use permeable lagoon covers(not a digester) ❑ Use impermeable lagoon cover or • Methane can be flared if not utilized anaerobic digester ❑ Other BMPs—please describe LAND APPLICATION ♦ Odorous gases ® Perform land application in accordance with CAWMP ♦ Wind drift ® Pump intake near lagoon surface • Required by rule 1SA NCAC 02D.1802 ❑ Pump from second stage lagoon ❑ Follow good neighbor policy •Avoid application on known weekends, special days, or holidays/eves if possible ❑ Operate at minimum recommended pressure ❑ Increase setbacks beyond those required by statute, rule, or permit Swine AMOC Page 4 of 6 APPROVED—7/25/2019 Byard Kornegay Farm Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310322 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAND APPLICATION (CONTINUED) ❑ Apply during favorable wind conditions, • Recommend checking predicted average hourly (especially for traveling guns or impact wind speed within 24 hours prior to sprinklers) anticipated start ❑ When practical, apply waste on sunny days •Allows for vertical dissipation of odor rather than cool, overcast days ❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor late-afternoon ❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles nozzles ❑ For traveling guns, use largest-available nozzle that provides acceptable application uniformity ❑ Replace impact sprinklers with low-drift nozzles on center pivots and linear move systems. ❑ Use hose-drag system ❑ Use injection method for waste application ❑ Other BMPs—please describe SLUDGE DISPOSAL ♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers ❑ Apply in thin, uniform layers • Speeds drying and prevents ponding ❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event, practical after application, and in accordance whichever is first,for conventionally tilled with permit. bare soils ❑ Use injection method for sludge application ❑ Dewater sludge prior to application ❑ Use alternatives to land application,such as compost, gasification, energy generation,etc. ❑ Other BMPs—please describe Swine AMOC Page 5 of 6 APPROVED—7/25/2019 ADDITIONAL INFORMATION AVAILABLE FROM: Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/ AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service Options for Managing Odor: A Report from the Swine Odor Task Force NC State University Swine AMOC Page 6 of 6 APPROVED—7/25/2019 l Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality aBurial three feet beneath the surface of the ground within 24 hours of knowledge of animal F) 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 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. Q 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 opinionaof the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Sign ture of F r Ow er/Manager Date .3 - Signature of Technical Specialist Date