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HomeMy WebLinkAbout310299_HISTORICAL_20171231NORTH CAROLINA Department of Environmental Qual PAT MCCRORY Gnveranr ;r DONALD R. VAN DER VAART Secretary Water Resources S. JAY ZIMMERMAN Er MOONMEN7'AL OUAUTY ' bisector September 2, 2016 Jean Stephens Hillsdale Farm 1 & 2 1676 Bowden Rd Warsaw, NC 28398 Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS310299 Hillsdale Farm l & 2 Animal Waste Management System Duplin County Dear Jean Stephens: The Division of Water Resources (Division) received your sludge survey information on September 1, 2016. With the survey results, you requested an extension of the sludge survey requirement for the two lagoons at the Hillsdale Farm 1 & 2 facility. Due to the amount of treatment volume available, the Division agrees that a sludge survey is not needed until 2019, The next sludge survey for the two lagoons at this facility should be performed before December 31, 2019. Please call me at (919) 807-6341 if you have any questions. Sincerely, r , r J. R. Joshi Animal Feeding Operations Program cc: Wilmington Regional Office, Water Quality Regional Operations Section Permit File AWS310299 110100 -en 0 10p .40aa� QuaC�ty Seglon`Ce `N OPerar�oR ��°�'al q e �llsn�o�°n State of North Carolina I Environmental Quality I Water Resources 1636 Mail service Center I Raleigh, North Carolina 27699-1636 9198076464 WIC Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Hills&71e Farms 1 &2 Jean Stephens 1676 Bowdens Rd Warscnv, NC, NC 28398 910-293-7659 06-26-2003 This plan has been developed by: Billy W. Houston Di. plin Soil &- Water PO Box 219 Kenansville, NC 28349 910-296-2120 V� Devel r Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for thi farm named above. I have read,and understand the Required Specifications concerning animal waste management that are included with this plan. Signature (owner) Signature (manager or producer) 6.3 Date Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: - d 6 0-j- TechnicY Specialist Signature Date ------••-------------------------------------------•----...-----------------------------------------------------------------------..---------------------•----. 950077 Database Version 2.0 Date Printed: 06-26-2003 Cover Page 1 RECEIVED / DENR I DWQ AQUIFFR'PPnTFr,7inN SFCTION MAR 17 2009 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S5 Swine Nursery Lagoon Liquid waste generated 993,200 gals/year by a 5,200 animal Swine Nursery Lagoon Liquid operation. This production facili has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 2288 Incorporated 3929 Injected 4326 Irrigated 2486 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 7,451.10 2,976,275 -1,983,075 --------- --- ----- - -s- -------........-- ---- ---------------------------- -- ---- ---- ---- -- -- ------------------------•--.---------•-------------- Note: In source ID, S means standard source, U means user defined source. 950077 Database Version 2.0 Date Printed: 06-26-2003 Source Page Page I of 1 Narrative This WUP is written based on a Wetted Acres footprint with information obtained from field review/operation of existing irrigation equipment. -------------------------------------------------------------------------------------------------------------------------------------------------------------- 950077 Database Version 2.0 Date Printed: 06-26-2003 Narrative Page Page 1 of l 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 beaching Index for each field is shown, where available. Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 2492 1 1.99 1.99 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 2 3.O l 3.01 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pastre 5.5 Tons 2492 3 A 3.50 3.50 NIA Autryville. Small Grain Overseed 1.0 Tuns Hybrid Bermudagrass Pasture 5.3 Tons 2492 3B 1.34 1.54 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 4A 3.30 3.30 NIA lAutryville Small Grain Overseed l.0 Toils Hybrid Bermudagrass Pasture 5.5 Tons 2492 4B 1.52 1.52 NIA Autryville Srnall Grain Overseed 1.0 Tons Hybrid Bemmdagrass Pasture 5.5 Tons 2492 5A 2.79 2.79 NIA lAutryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 5B 1.89 1.89 NIA Autryille Small Grain Overseed L.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 6A 2.18 2.18 NIA lAutryville Small Grain Overseed 1.0 Tons HS-brid Bermudagrass Pasture 5.3 Tons 2492 613 1.64 1.64 NIA At"ille Small Grain Overseed 1.0 Torts Hybrid Bermudagrass Pasture 5.5 Tons 2492 7 1.58 1.38 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass. Pasture 5.5 Tons 2492 8 1.93 1-93 NIA Autryville Small Grain Overseed - 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 9 2.35 2.35 NIA Autryville Smalt Grain Overseed 1_0 Tons Hybrid Bermudagrass Pasture 5.5 Tons PLAN TOTALS: 29.22 29-22 4inf177 Database Version 2.0 Date Printed 6/26/2003 Li Potential Leaching Technical Guidance Low potential to contribute to soluble None Low nutrient leaching below the root zone. >= 2 & Moderate potential to contribute to Nutrient Management (590) should be planned. <= 10 soluble nutrient leaching below the root zone. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that nutrient leaching below the root zone_ improve the soils available water holding capacity and improve nutrient use efficiency > 10 should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). nanm7 Database Version 2.0 Date Printed 6/26/2003 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table Year 1 Tract Field Source M Sort Series Total Acres use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Regd (IWA) Comm. Fert. Nutrient Applied (IWA) Res. (lbs'A) I Applic. Method Manure PA NutrientA pplied (l6a'A) Liquid Manu=A pplicd (acre) Solid Manure Applied (acre) liquid Manure ,Applied (Field) Solid klanure Applied (Field) tons N N N N 1000 gaYA Tons 1000 gals 2492 1 S5 Autryville 1.99 1.99 Small Grain Overseed 1.0 Torts 1011.3/31 50 0 0 [frig. 50 19.9 0.00 ' 39.74 0.00 2492 1 S5 Autryville 1.99 1.99 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10/31 *205 0 0 brig. 205 81.89 0.00 162.95 0.00 2492 2 S5 Autryville 3.01 3.01 Small Grain Overseed 1.0 Touts 1011-3131 50 0 0 Irrig. 50 19.97 0.001 60.12 0.00 2492 2 S5 Autryville 3.01 3.01 Hybrid Bermudagrass Pasture 5.5 Tons *311-10/31 $205 0 0 brig. 205 81.99 0.00 246.48 0.00 2492 3A S5 Autryville 3.50 3.50 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig, 50 199 0.()0 69.90 0.00 2492 3A S5 Autryville 3.50 3.50 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10131 *205 0 0 [trig. 205 81.89 0.00 296.60 0.00 2492 3B S5 Autryville 1.54 1.54 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 19.97 0.00 30.76 0.01) 2492 3B S5 Autryville 1.54 1.54 Hybrid Bermudagrass Pasture 5.5 Tons *311-10/31 *205 0 0 Irrig. 205 81.89 0.00 126.10 0.00 2492 4A S5 Autryville 3.30 3.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 65.91 O.l 2492 4A S5 Autryville 3.30 3.30 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10131 $205 0 0 brig 205 81.89 0.00 270.22 0.00 2492 4B S5 Autryville 1.52 1.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 30.36 0.00 2492 4B S5 Autryville 1.52 1.52 Hybrid Bermudagram Pasture 5.5 Tons *311-10/31 *205 0 0 brig. 205 81.89 0.00 124.47 0.00 2492 5A S5 Autryville 2.79 2.79 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 55.72 0.00 2492 SA 85 Autryville 2.79 2.79 Hybrid Bermudagrass Pasture 5.5 Tons *311•10/31 *205 0 0 Irrig. 205 81.99 0.00 228.46 0.00 2492 5B S5 Autryville 1.89 1.89 Small Grain Overseed 1.0 Tons 10l1-3131 50 0 0 Irrig. 50 19.9 0.00 37.75 0.00 2492 5B S5 Autryville 1.89 1.89 Hybrid Bermudagrass Pasture 5.5 Tons *311-10/31 *205 0 0 brig. 205 81.89 0.00 154.76 0.00 950077 Database Version 2.0 Date Printed: 6/26/2003 WUT Page Page 1 of 2 Waste Utilization Table Vaor 1 Tract Field Source ID Soil series Total Acres use. Acres Crop RYE Apphc. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fen. Nutrient Applied (lbs/A) Res. (lbs1A) Applic. Method Manure PA NutrientA pplied (1bs/A) liquid ManureA pplied (acre) Solid Manure APPliied (acre) liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tans 2492 6A S5 Autryville 2.18 2.18 Small Grain Overseed 1.0 Tons 1611-3131 50 0 0 Irri& 50 19.9 0.00 43.54 0.00 2492 6A S5 Autryville 2.18 2,18 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10131 *205 0 0 Irrig. 205 81.89 0.00 178.51 0.00 2492 6B S5 Autryville 1.64 1.64 Small Grain Overseed 1.0 Tote 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 32.75 0.00 2492 6B S5 Autryville 1.64 1.64 Hybrid Bermudagrass Pasture 5.5 Tons 4311-10131 *205 0 0 brig 205 81.89 0.00 134.29 0.00 2492 7 S5 Autryville 1.58 1.58 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig 50 19.9 0.00 31.56 O.P 2492 7 S5 Autryville 1,38 1.58 Hybrid Betmudagrass Pasture 5.5 Tons *3/1-10/31 *205 0 0 Inig. 205 81.89 0.00 12938 0,00 2492 8 S5 Autryville 1.93 1.93 Small Grain Overseed 1.0 Togs 1011.3/31 50 0 0 Irrig. 50 19.97 0.00 38.55 0,00 2492 8 S5 Auhyville 1.93 1.93 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10131 *205 0 0 Irrig. 205 81.89 0.00 158,04 0,00 2492 9 S5 Autryville 2.35 2.35 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 1 50 19.9 0.00 46.93 0.00 2492 9 S5 Autryville 2.35 2.35 Hybrid Bermudagrass Pasture 5.5 Tons *3/1-10131 *205 0 0 [rrig. 205 81.89 0.00 192.43 0.00 2,976.28 ' -1,983,08 0.00 4} 'i 0.00 0. Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol • means user entered data. 950077 Database Version 2.0 Date Printed: 6/26/2003 WUT 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 applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soit Series Application Rate (inches/hour) Application Amount (inches) 2492 1 Autryville 0.60 1.0 2492 1 2 Autryville 0.60 1.0 2492 3A Autryville 0.60 1.0 2492 3B Autryville 0.6o 1.0 2492 4A Autryville 0.60 1.0 2492 413 Autryville 0.60 1.0 2492 5A Autryville 0.60 1.0 2492 5B Autryville 0.60 1.0 2492 6A Autryville 0.60 1'0 2492 6B Autryville 0.60 1.0 2492 7 Autryville 0.60 1.0 2492 8 Autryville 0.60 1.0 2492 1 9 lAutryville 1 0.60 1.0 C)';W)77 i?atAacP VPrcinn 7 D DntP PrintPrt Fl PNWYi 1 A PnPi- Pnva. t of t The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must First be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate Iblac Maxi mun Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Nursery Lagoon Sludge - Standard Corn 120 bu 150 13.16 13.24 26.47 39.71 Hay 6 ton R.Y.E. 300 26.32 6.62 13.24 19.85 Soybean 40 bu 160 14.04 12.41 24.82 37.22 ------------------------ •-------------------------------------------------------------------------------------- •----------- ------------------------------------------------------ 950077 Database Version 2.0 Date Printed: 06-26-2003 Sludge Page Page 1 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 I Swine Nursery Lagoon Liquid Design Storage Capacity (Days) Start Date 10/1 180 Plan Year Month Available Storage Capacity (Days) • 1 1 180 1 2 180 1 3 180 1 4 180 l 5 180 1 6 180 1 7 180 1 8 180 1 9 180 1 10 180 1 11 180 1 12 180 * Available Storage Capacity is calculated as of the end of each month. -------------------------------------------------------•------------------------------------------------------------------------------------- •----------• ------ 950077 Database Version 2.0 Date Printed: 06-26-2003 Capacity Page Page 1 of 1 Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 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. --------------------------------------------------------------------------------------------------------------------------------------------------------- 950077 Database Version 2.0 Date Printed: 6/26/2003 Specification Pale 1 S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively 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. -- -- 950077 Database Version 2.0 Date Printed: 6/26/2003 S%cification Page 2 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 (S) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. ----------------------------------------------------------------------- •------------------------------------------------------------ ------------------ 950077 Database Version 2.0 Date Printed: 6/26/2003 Specification Paize 3 Crop Notes The following crop note applies to field(s): 1, 2, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7, 8, 9 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushelstacre. Plant all these small grains at 1-1 112" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 1, 2, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7, 8, 9 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. .................------•------.-.... -.. ---- Page . -......-. -- 950077 Database Version 2.0 Date Printed: 06-26-2003 CropNote Pa a Page 1 of I MQ r a V, '4"! 2 All AS �y. k Si"- ' �R J♦ r1 9',s �3 "YTJ• 1 '� yl 't `� { ' T5 � �ii�d✓Y'� w �� � �� "�q� i'� � t ��� y ,; Iy t F "+v�h�`'. 15,,., Ft�•� r r aid:'' S4 �i 1 " F 3- 1- I a f R sr .• fy Peg ara�C, 4 y ro� �,� O rs �`• r { A F1-" 1 , � 7� : MIN a =.riw .r T� •` - ,a , �r-fay' 'J "t�, 44T';� �' ��, " � A �f 3 "�-�• 1�F'� 1 a:a��:1�•isr . T'7�,��• d�,:�Fr�r4 �y��'j�k- �if,t', r.� f { ��� f'����; x�Clj(a' i�'�.7s; '. t�'ra}f�:+� n..'� r'Y���'sti. ��.•{- r.l '.`a�,��u._?!^€y+�'�e��.{A'Ibt1rf��¢Y.�., t � �,,�' Ikf �`- . 5r� . j° � �'i� �f ��ry� •�'d�y ��}r7 i .J � � "� i{ 4 y �ij. 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F 6 �3w�,1�' x�aJ �C In .wriw 1�:�" ..�!�� � ,, � �"L•�,4 c ��Wytp;�x+�.�,� * � �y��� ,a.�k. b� ���`'wt�'u.�` ���`;p'n'!� I�r�i�r,.�"?�`" ��r"",��b`�r.t }.,, � 6• r� v7 'T''cg� 1 �1�q�a%'t �� a*'N,�r; +l��x. �h���e+.oM�'}n.•. `�w1�% ,�.PttTy��s a §�My,`'�t � � �L .,3 �` j R �. a. �"1,y I r' •� � �'� f _.f .3 �.� r.. ibf'k �L�' x'!'`.�� '� A y,r�s'.a"'l•t)+�' WETTABLE ACRES IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Landowner/ Operator Name Jean Stephens _ Adress 1676 Bowdens Rd Warsaw, NC 28398 Telephone 910-293-7659 Hillsdale Farm 1&2 Fac 31-299 TABLE 1 - Field Specifications COUNTY Du lin DATE 612612003 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length of pulls in feet Width of pulls in feet Soil Type Slope (96) Crop(s) Maximun Application Rate (3) (in/hr) Maxiumn Application per Irrigation cycle (3) (inches) 2492 1 0.52 1.47 0 1.99 EE60 B-C 325 197 AuB 0-5 BermudafSmaligrain 0.5 1 2492 2 0.44 2.57 0 3.01 E160 B-C 700 160 AuB 0-5 Bermuda/Smallgrain 0.5 1 2492 3A 0.52 2.98 0 3.5 EE60 B-C 660 197 AuB 0-5 Bermuda/Smallgrain 0.5 1 2492 38 0.52 1.02 0 1.54 EE60 B-C 282 157 AuB 0-5 Bermuda/Smallgrain 0.5 1 2492 4A 0.52 2.78 0 3.3 EE60 B-C 615 197 AuB 0-5 Bermuda/Smallgrain 0.5 1 2492 48 -0.52 1 0 1.52 EE60 B-C 220 197 AuB 0-5 Bermuda/Smaligrain 0.5 1 2492 5A 0.44 2,35 0 2,79 E160 B-C 640 160 AuB 0-5 Bermuda/Smallgrain 0.5 1 2492 58 0.44 1.45 0 1.89 EM B-C 395 160 AuB 0-5 Bermuda/Smailgrain 0.5 1 2492 6A 0,26 1,92 0 2.18 EE60 B-C 715 117 AuB 0-5 Bermuda/Smaligrain 0.5 1 2492 6B 0.26 1.38 0 1.64 EE60 B-C 515 117 AuB 0-5 Bermuda/Smallgrain 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used_ Wettable Acre Computational Worksheet Completed by jBilly Houston Date 6./26./03 WETTABLE ACRES IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Landowner / Operator Name Jean Stephens COUNTY Duplin Adress 1676 Bowdens Rd Warsaw, NC 28398 DATE 6/26/2003 Telephone 910-293-7659 Hillsdale Farm 1 &2 Fac. 31-299 TABLE 1 - Field Specifications Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length of pulls in feet Width of pulls in feet Soil Type,(%) Slope Crop(s) Maximun Application Rate (3) (inlhr) Maxiumn Application per Irrigation cycle (3) (inches) 2492 7 0,46 1.12 0 1.58 EE60 B-C 305 160 AuB 0-5 Bermudaismallgrain 0.5 1 2492 S 0.44 1.49 0 1.93 EE60 B-C 405 160 AuB 0-5 Bermuda/Smaligrain 0.5 1 2492 9 0.52 1.a3 0 2.35 EE60 B-C 405 197 AuB 0-5 Bermuda/Smallgrain 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used. Wettable Acre Computational Worksheet Completed by: Bill Houston Date 6./26.103 Acreage Determination dures lication Equipment .s'.ewater Application Hard Hose Traveling Gun System FIELD DATA WORKSHEET* 1. Make and model number -Awf 2. Hose length &0 [feet] and hose inside diameter (ID) {inch] 3. Gun mare and model number, ± 00 _G u W 4 4. Gun nozzle size _ [inch], ring orifice, _ _ taper bore orifice S. Gun arc angle [degrees] 6. Travel lane spacing l6y [feet]. indicate whether uniform or random. Dumber of exterior hydrants ,__6_____. Number of interior hydrants. 7. Gun wetted diameter [feet]. [feet]. ✓ measured or based on gun chart. 8. Gun pressure ��_ [psi] r/ observed at working gauge, determined from gun charts, calculated (show calculations) "9. Operating pressure at hose reel /to [psi]. ✓ observed at working gauge or provided by owner. **10. Supply Iine size i5 t [inch] (from pump to last hydrant) **11. Supply line length feet (maximum pumping distance) *`12. Supply line type PVC or ✓ aluminum *`13. Pump make and model number *`14. Pump capacity [gpm] *15. Engine make and model number or **16. Electric motor horsepower and rpm [hp] [rpm] Dote: It is strongly recommended that you field determine wetted diameter and operating pressure at the reef and gun. * Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each travel lane and show the distance traveled. Show the location of the supply line. Irrigated acres are determined by the travel lane. *` Optional data, furnish where possible. **` Information furnished by and!or a fire o�o,,her �fcil-iv representative J.y &' A jflf4hcilC _ Printed name of os ner or facility representative � � pX -- 5i afore f technica! s cialist Printed ante of technical specia!ist Date 6 100 Date G 0 •*` Only the person or people collecting the data should sign the Field Data W'orksheet. 4 ;,i 8 - -- • -. %V cLCr< . IRRIGATION SYSTEM Hard Lase Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) 3 1 --Lq q Field number (identification) 2. Irrigation system designation , v Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes - �. _ # Exterior lanes JLr_ feet] Length of pull(LI) # Interior lanes # Exterior lanes cv (feet] Length of pull(L2) # Interior lanes # Exterior lanes 660 [feet] Length of pull(L3) 4. Netted diameter -Zb� (feet) from Field Data Worksheet S. Spacing Hydrant spacing (feet] �,0 % [as a percentage of wetted diameter) 6. Hydrant layout ✓^ multiple hydrants Single hydrant _ Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and based on pattern, spacing, and travel lane location. Travel lane length (L) Interior or J— Exterior (lane/hydrant) 0..51- (a) Acres start end of pull from Table 6C4 1 Column 13 -4�— (b) Acres middle portion of pull (L1) ]Pull length,)_ [feet] X Wetted'width lil [feet]; / 43,560 (7 (c) .acres stop end of pull from Table _T to Column a _ ,5t Total acres for travel lane length (U) (Sum: a + b + c) Travel lane length (L_) __I_ Interior or Exterior (lane/hydrant) 0,44 (a) Acres start end of pull from Table gLk Column 1T 2,__ti_n (b) Acres middle portion of pull (L?) tlPull length-'?Cv- [feet] X Wetted width /1-0 (feet]) / 43,560 0 - (c) Acres stop end of pull from Table c Column G 3,01 Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L) Interior orAExterior (lane/hydrant) lJ l (a) Acres start end of pull from Table 6660 Column Q � l (b) Acres middle portion of pull U) {full length k6c (feet] X Wetted width ��3 (feet]l / 43,360 O (c) Acres stop end of pull from Table 5C 40 Column e, 1,1� Total acres for travel lane length (U) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field, add all of these, and this is the total irrigated acreage for the field. (a) acres per travel lane length (L1) X # Lanes = .acres 3,21 (b) Acres per travel lane length (L?) X # Lanes = acres ,3.S0 (c) Acres per travel lane length (1-3) X — # Lanes = Acres Total cku-1itP wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Work sheet Completed by: 'I/ Date: 6 2 ,� SiSnature of technical spedalist 15 . wJc i rwvts_tK IRRIGATION SYSTEM Hard close Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) Field number (identification) 2. Irrigation system designation ✓ Existing irrigation system _ New/expanded irrigation system 3. Number of travel lanes # Interior lanes .'i 1 _ # Exterior lanes .2r-2 feet] Length of pull(L1) # Interior lanes �Eh # Exterior lanes L !r [feet] Length of pull(L2) # Interior lanes 4 6 # Exterior lanes 210 1 [feet] Length of pull(L3) 4. Netted diameter LL_ [feet] from Field Data Worlcsheet 3. Spacing Hydrant spacing [feet] G A • [as a percentage of wetted diameter] 6. Hvdrant layout Multiple hvdrants Single hvdrant _ Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattem, spacing, and travel lane location. Travel lane length (L_} Interior or,} Exterior (lane/hydrant) a s x (a) Acres start end of pull from Table EEO Column (b) Acres middle portion of pull (Ll) JPull lengthaF2 [feet] X Wetted width tjO (feet],'/ 43,560 0 (c) acres stop end of pull from TableEE, 0 Column L _I 4 Total acres for travel lane length (L1) (Sum: a + b + c) Travel lane length (L, Interior or 4AExterior (lane/hydrant) 0-51- (a) Acres start end of pull from Table G660 Column a �W (b) Acres middle portion of pull (1-21 Tull length 6-1t- [feet] X Wetted width 90 (feet]I / 43,560 o (c) .acres stop end of pull from Table Ef-�O� Column c. —LI Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) D� (a) Acres start end of pull from Table �_ Column 13 1,0 (b) .acres middle portion of pull (1-3) JPult length2jQ [feet] X Wetted width 1qa [feet]j / 43,360 -- (c) Acres stop end of put[ from Table CQ D Column c f .S2- Total acres for travel lane length (1-3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. JLJS (a) ,acres per travel lane length (1-1) X # Lanes = .acres a (b) ,Acres per travel lane length (L2) X # Lanes = acres i . I- (c) acres per travel lane length (1-3) X # Lanes = .acres j Total C LW.N[P wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed by: Date: signa ure of technical specialst 7S .' .- ....ram 1 MY Gt r.K IRRIGATION SYSTEM Hard i sose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) _31 . 5 S Field number (identification) _ 2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system 3. Number of travel lanes dal # Interior lanes # Exterior lanes �q- feet] Length of pull(L1) Kt3— # Interior lanes # Exterior lanes 393' (feet) Length of pull(L2) # Interior lanes_ # Exterior lanes 'r [feet] Length of puli(L3) 4. Wetted diameter LLP [feet] from Field Data Worksheet S. Spacing by Hydrant spacing [feet] Lo% (as a percentage of netted diameter] hvdr3,':5 -drant Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the ap!aroble and column based on pattern, spacing, and travel lane location. Travel lane length (L_,.) -YA Interior or Exterior (lane/hydrant) b44 (a) Acres start end of pull from Table - O Column 0 2_ . 1 5- (b) Acres middle portion of pull (L 1) ]full length y {feet] X Wettedtiyidth [feet]; / 43,560 o (c) acres stop end of pull from Table CLUO Column _C_ )�.I`i Total acres for travel lane length (L1) (Sum: a + b + c) Travel lane length (L_) S Interior or _Exterior (lane/hydrant) b 4' (a) Acres start end of pul[ from Table Fr(o _ Column Z2_ 4_ (b) Acres middle portion of pull (L?) iJPull length,= [feet] X Wetted scidth /6� [feet]} / 13,560 D (c) .Acres stop end of pull from Table 6174 0 Column c- _LJ�L Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) 0.26 (a) acres start end of pull from Table EEL Column /3 r 1,4 -- (b) acres middle portion of pull (1-3) ]roll length7lf [feet] X Wetted width _L L [feet]} / 43,560 O (c) acres stop end of pull from Table - F v Column c. ,Ljj�-_ Total acres for travel lane length (L3) (Sum: a + b + c) 8. Nfultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the held. L•i (a) acres per travel lane length (Ll) X n Lanes = acres r.JL (b) ,Acres per travel lane length (1-2) X # Lanes - .acres _jjLk (c) acres per travel lane length (1-3) X # Lanes = ,acres 6 Total C.-k-WW wettable acres for field (Sum: 8a + 8b + 8c) Wettable .Acre Computational Worksheet Completed by: 6A 'h/ ' Date: f --T-o� Signature of technical spztiaiist r-� 15. - -- • �4rrt IRRIGATION SYSTEM Hard ►.ose Traveling Gun System COMPUTATIONAL WORKSHEET. 1. Farm number (identification) Field number (identification) 2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system 3. number of travel lanes # Interior lanes # Exterior lanes ,EL.F_ feet] Length of pull(Li) # Interior lanes ? # Exterior lanes [feet] Length of pull(L2) # Interior lanes # Exterior lanes µDr [feet] Length of pull(L3) 4. Wetted diameter 1-6 [feet] from Field Data Worksheet S. Spacing 1 b'? Hydrant spacing [feet] 60 71 - [as a percentage of cvetted diameter] Cr•.�„-. -� �.;u;ti i2 11�'drants iLL Cant c aced hydrants p o e h,.d Excessivel sp 7. Read the irricrated area per travel pull for the given wetted diameter from the appropriate table and column based on pattem, spacing, and travel lane location. Travel lane length (L, Interior or ,L Exterior (lane/hydrant) 0,16 (a) Acres start end of pull from Table FE60 Column --13 i _D_L (b) Acres middle portion of pull (L1) {Pull length,9L [feet] X Wetted tivldth JL2- (feet]; 143,560 n (c) .acres stop end of pull from Table GIB 6 0 -- Column c- 1,64 Total acres for travel lane length (L1) (Sum: a + b + c) Travel lane length (L- Interior or 9 Exterior (lane/hydrant) 0.4 � (a) .acres start end of pull from Table F_ F d o Column B A2 (b) Acres middle portion of pull (1-2) (Pull length 10L (feet] X Netted width /60 [feetjl i 43,360 C (c) .acres stop end of pull from Table ECI o Column r_ j,,O' Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, o- Interior or Exterior (lane/hydrant) 0,14 (a) Acres start end of pull from Table 61-40 Column t3 _IL±c (b) .acres middle portion of pull (1-3) ]Poll length 405- [feet] X Wetted width 16-0 (feetjj 143,560 0 (c) ,acres stop end of pull from Table f6J Column G )( 9 3 Total acres for travel lathe length (L3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irri-ated acreage for the field. '-� (a) .acres per travel lane length (L1) X # Lanes = Acres lk (b) .acres per travel lane length (L2► X # Lanes = .acres lA (c) Acres per travel lane length (1-3) X # Lanes = Acres Total wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worl<sheet Completed by: Date: d cv Signature of technical speciaim IRRIGATION SYSTEM Hard o lose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) Field number (identification) 2. Irrigation system designation ✓ Existing irrigation system _ New/expanded irrigation system 3. Number of travel lanes # Interior lanes �_ # Exterior lanes 40 : feet] Length of pull(L1) # Interior lanes # Exterior lanes [feet] Length of pull(L2) # Interior lanes # Exterior lanes [feet] Length of pull(L3) 4. Wetted diameter 2-69 [feet] from Field Data Worksheet 5. 'Spacing 140 - Hydrant spacing (feet] 60`h ' [as a percentage of wetted diameter] 6. Hydrant la;.ol t ✓ %iu;tiple hydrants 5inalc hvdrant E:tcessivelv spaced hvdrants 7. Read the irrigated area per travel pull for the given A-etted diameter from the appropriate table and cnl. based on pattern, spacing, and travel lane location. Travel lane length (L, Interior or _2_ Exterior (lane/hydrant) n,Sl- (a) Acres start end of pull from Table 6660 Column P J. (b) Acres middle portion of pull (L1) ]full length thP�- (feet] X Wetted'Width JJ2 (feet]! / 43,560 0 (c) .acres stop end of pull from Table FrUra Column c _ ff'Tota.l acres for travel lane length (L1) (Sum: a + b + c) Travel lane length (L_) Interior or Exterior (lane/hydrant) (a) acres start end of pull from Table Column (b) Acres middle portion of pull (1.2) ]Pull length [feet] X Wetted width [feet]4 1 43,360 (c) acres stop end of pull from Table Column Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) acres middle portion of pull (L3) {Pull length [feet] X Wetted width (feetjj / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (L3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. U( (a) acres per travel lane length (L1) X #Lanes = Acres (b) Acres per travel lane length (L2) X # Lanes = .acres (c) Acres per travel lane length (L3) X # Lanes = acres Total C.AAi7.'*tP wettable acres for field (Sum: 8a + 8b + 8c) Wettable .acre Computational Worksheet Completed by: fQ Date: b 2 0I Signature of technical specialist IS r • d_*rjj0Nj' 100 SERIES BIG GUN® PERFORMANCE- U.S. UNITS 100 TAPER BORE NOZZLE I OOT 100T —Specify size when ordering :Flow Path 0.50' 0.55' 0.60' 0.65' 0.70' 0.75' 0.80, 0.85' 0.90' 1.0' 9309-050 9309-055 9309-060 9309.065 9309.070 9309-075 9309-080 9309-085 9309.090 9309-700 PSI GPM a". rr. GPM ou, Fr I GPM m FT GPM aw R GPM arw Fr. GPM ow FT GPM a,,. FT. GPM ' 0u. Fr. GPM aA. R GPM au FT. 40 47 191 57 202 66 213 78 222 91 230 103 240 718 250 134 256 152 262 - - 50 50 205 64 215 74 225 87 235 100 245 115 256 130 265 150 273 165 280 204 300 60 55 215 69 227 81 240 96 250 110 260 126 270 143 280 164 288 182 295 224 316 70 60 225 75 238 88 250 103 263 120 275 136 283 155 295 177 302 197 310 243 338 80 64 235 79 248 94 260 110 273 128 285 146 295 165 305 189 314 210 325 258 354 68 245 83 258 100 270 117 283 135 295 155 306 175 315 201 326 223 335 274 362 E11901000 72 255 87 268 106 280 123 293 143 305 163 316 185 325 212 336 235 345 289 372 76 265 92 278 1 111 290 129 303 150 315 171 324 195 335 222 344 247 355 304 380 100 TAPER RING NOZZLE I OOTR COMPONENTS: Body Taper Ring Cap 100TR a Body + Cap + 1 Taper Ring #9956-001 #9257-??? #6745 Specify size when ordering Flow Path 0 64' 0.68' 0.72' 0.76' 0.80, 0.84- 0.88' 0.92' ' 0.96 9257-016 9257-017 9257-018 9257.019 9257-020 9257-021 9257-022 9257.023 9257.024 P51 GPM 0-Fr GPM Dix FT. GPM cv. Fr GPM Dix FT. GPM oU. Fr GPM aw Fr GPM 01... FT. GPM DA FT. GPM ati FT. 40- 67 212 76 219 86 225 98 233 110 242 125 250 136 254 151 259 166 275 50 75 224 85 231 97 240 110 250 123 258 139 266 152 271 169 279 185 288 60 83 239 94 246 106 254 120 264 135 273 153 281 167 286 186 294 203 303 70 69 249 101 259 114 268 130 277 1 146 286 1 165 295 180 300 200 309 219 320 80 95 259 108 269 122 278 139 288 156 297 176 306 193 313 214 324 235 336 90 1 101 268 115 278 130 289 147 299 166 308 187 317 204 324 227 334 249 345 100 107 278 121 288 137 298 155 308 175 318 197 327 216 334 240 344 262 355 110 112 288 127 298 143 308 163 317 1 183 326 1 207 336 226 342 1 251 353 275 364 100 RING NOZZLE IOOR 1 OOR = Body + Cap + Set of 7 Rings Specify size when ordering Complete set of 7 rings only = #6847 0.71' 0.77' 6738-071 6738.077 COMPONENTS: Body Ring Cap #9956-001 #6738-??? #7872 ED Em @ Flow Path —� a 0.81' 0.86' 0.89' 0.93' 0.96' 6738-081 6738-086 6738-089 6738.093 6738-096 P51 I GPM ouu P. GPM Dix FT. GPM 0- Fr GPM otA, FT.. GPM au& Fr. GPM 0l� rt 1 GPM ok FT. 40 66 208 78 212 91 215 103 224 118 235 134 238 152 242 50 74 220 88 225 100 230 115 240 129 250 150 255 167 260 60 81 235 96 240 110 245 125 260 141 270 164 275 183 280 70 88 245 104 250 118 260 135 275 152 290 177 295 198 300 80 94 255 ill 265 127 275 145 285 163 300 189 305 231 315 90 99 265 117 275 134 285 154 295 173 310 201 315 224 325 100 105 270 124 280 142 295 162 305 182 320 212 325 236 335 110 110 275 130 290 149 305 170 315 191 325 222 335 i 248 345 .a.d-Y. sY Gu+' p..Fe�.va. dea Y. ham+ cb� and ,•w �e.d w.r wn+*v. u d rq 6. ai.� * eR.ed M ,wrap D — 11,9 wive mniiva s ri.r F•a� Niw. � �.r• �Fm r*. '.P m_ psefry *r "—'%i ..:4m:rp s Fd'�p+rar.e Nelson Irrigation Corporation US Airport Rd. Walla Walla, WA 99362 USA Tel: 509M.7660 Fa:: 509.525.7907 E-mail: nelson@nelsonituom Web site: www.aelsanirrigation.corn i DWQ Non Discharge Compliance/Enforcement Unit 127 Cardinal Drive Ex - Wilmington.N. C. 28405-3845 Att: Chester Cobb Dear Mr. Cobb: Toni King brought to my attention that Hillsdale Farm was on a pending list for• wettable acres determination. Enclosed with this letter is a wettable acre footprint included in a Nutrient Management Plan. I hope this will be helpful in getting my farm off your pending list and trust that this will demonstrate our willingness to cooperate with DWQ in any possible way. r Yours truly, v7_of_a3 `Jean Stephens t <•r Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Hillsdale Farms 1 &2 Jean Stephens 1676 Bowdens Rd Warsaw, NC, NC 28398 910-293-7659 06-26-2003 This plan has been developed by: Billy W. Houston Duplin Soil & Water PO Box 219 Kenansville, NC 28349 910-296-2120 Type of Plan: Nitrogen Only with Manure Only Owner/Manager[Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for thi farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. d7-- 47-0.3 Signature (owner) Date f- 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: 461 0 TechnicY Specialist Signature Date .----.------------------------------------------------------------------------------------------------------------------------------•------..-. 950077 Database Version 2.0 • Date Printed: 06-26-2003 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S5 Swine Nursery Lagoon Liquid waste generated 993,200 gals/year by a 5,200 animal Swine Nursery Lagoon Liquid operation. This production facility has waste storage ca acities ofapproximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 2288 Incorporated 3929 Injected 4326 Irrigated 2486 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 7,451.10 2,976,275 -1,983,075 ---- --------- --- -- --- -- ---•----•-- - ------ -- -- ----- ------ •--•-----........ Note: In source ID, 5 means standard source, U means user defined source. 950077 Database Version 2.0 Date Printed: 06-26-2003 Source Page Page 1 of 1 Narrative This WUP is written based on a Wetted Acres footprint with information obtained from field review/operation of existing irrigation equipment. ------------------------------------------------------------- ------------------------------------ -------------------------------••-------------•-------- 930077 Database Version 2.0 Date Printed: 06-26-2003 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 shown, where available. Planned Crops Summary Tract Field Total Acres Useable I Acres Leaching Index (LI) Soil Series Crop Sequence RYE 2492 1 1.99 1.99 NIA Autryville Small Grain overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 2 3.01 3.01 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 3A 3.50 3.50 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 3B 1.54 1.54 N/A Autryville Small Grain overseed 1.0 Tons Hybrid Bermudagran Pasture 5.5 Tons 2492 4A 3.30 3.30 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagr= Pasture 5.5 Tons 2492 4B 1.52 1.52 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 5A 2.79 2.79 N/A t Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagmss Pasture 5.5 Tons 2492 5B 1.89 1.89 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 6A 2.18 2.18 N/A Autryville Small Grain overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 613 1.64 1.64 N/A Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 7 1.58 1.38 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bcrmudagrass Pasture 5.5 Tons 2492 8 1.93 1.93 NIA Autryville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 2492 9 1 2.35 2.35 N/A Aubyville Small Grain overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tans PLAN TOTALS: 29.22 29.22 A SM77 Database Version 2.0 Date Printed 6/26/2003 Ll Potential Leaching "Technical Guidance LOW Low potential to contribute to soluble None nutrient leaching below the root zone. >_ 2 & Moderate potential to contribute to Nutrient Management (590) should be planned. <= 10 soluble nutrient Ieaching below the root one. 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 > l p should be considered. Examples are Cover Crops (W) 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), "0077 Database Version 2.0 Date Primed 6/26/2003 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to he grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table Year 1 Trut Field Source ID soil Series Total Acres Use. I Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (IWA) Comm. Fert. Nutrient Applied (IWA) Res. OWA) Applic. Method nlanure PA NutrientA pphed i (Ibs/A) Liquid ManureA pplicd (acre) Solid Manure Applied (acre) Liquid Matt= Applied (Field) Solid Manure Applied (Field) N N N N 1t100 gal/A Tons 1000 gah tons 2492 1 S5 Autryville 1.99 1.99 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 39.74 0.00 2492 1 SS Autryville 1.99 1.99 Hybrid Bermudagrass Pasture 5.5 Tons •3/1-10/3l •205 0 0 brig. 205 81.89 0,00 162.95 0.0 2492 2 S5 Autryville 3.01 3.01 Small Grain Overseed 1.0 Tans 10/1-3/31 50 0 0 Irrig. 50 19.97.0.0o 60.12 0.00 2492 2 S5 Autryville 3.01 3.01 Hybrid Bermudagrass Pasture 5.5 Tons •311-1051 •205 0 0 brig 205 81. 0.00 246.49 0.00 2492 3A SS Attryville 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1.3/3l 50 0 0 brig 50 19.97 0.00 69.90 0.00 2492 3A S5 Autryville 3.50 3.50 Hybrid Bermudagrass Pasture 5.5 Tons •311-10131 *205 0 0 Irrig. 205 81.99 0.00 296.60 0.00 2492 313 S5 Autryville 1.54 1.54 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 t9.97 0.00 30.76 0.00 2492 3B S5 Autryville 1.54 1.54 Hybrid Bermudagrass Pasture 5.5 Toss 03/1-10131 •205 0 0 Irrig. 205 81.89 0.00 126.10 0,00 2492 4A S5 Autryville 3.30 3.30 Small Grain Oversmd 1.0 Torts 1.0l1-3/31 50 0 0 Irrig 50 19.97 0.00 65.91 0.00 2492 4A SS Autryville 3.30 3.30 Hybrid Bermudagrass Pasture 5.5 Tons •3/1-10131 *205 0 0 brig. 205 81.8 0.00 270,22 0.00 2492 4B SS Autryville 1.52 1.52 Small Grain Overseed l.0 Tons 10/1-3/31 50 0 0 brig. 50 19.9 0.00 30.36 0.00 2492 4B SS Autryville 1.52 t.52 Hybrid Bermudagrass Pasture 5.5 Tons 03/1-10131 •205 0 0 Irrig. 205 81.8 0.00 124.47 0.00 2492 5A SS Autryville 2.79 2.79 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Inig. 50 19.9 0.00 55.72 0.0 2492 5A S5 Autryville 2.79 2.79 Hybrid Bermudagrass Pasture 5.5 Tons •311-10/31 •205 0 0 Irrig. 205 81. 0.00 228.46 0.00 2492 5B S5 Autryville 1.89 1.89 Small Grain Overseed 1.0 Torts 1011-3131 50 0 0 brig 5 19.9 0.00 37.75 0. 2492 5B 55 Autryville 1.89 L.89 Hybrid Bernrudagrass Pasture 3.5 Torts •311-10131 •205 0 0 Irrig. 205 81-99 0.{LO 154.76 0.00 z 950077 Database Version 2.0 Date Printed: 6/26/2003 WUT Page Page i of 2 Waste iltili7ntinn Table v"- 1 Tract Field Bourse H) Soil Series Total Acres Use. Acres Crap RYE Apphc. Period Nitrogen PA NuUient Req'd (IWA) Comm. Fen. Nubitat Applied (MWA) Rcs. (IWA) Apphc. Method Man= PA NutrientA ppw (IWA) Liquid Man=A pplied (acre) Solid Manure Applied (acre) Ligind Manure Applied (Field) Solid Mnnue Applied (FicIdj- N N N N 1000 gal/A Tone 1000 gala tons 2492 6A S5 Autryville 2.18 2.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19. 0.00 43.54 0.0 2492 6A 55 Attryville 2.18 2.18 Hybrid Bermudagrass Pasture 3.3 Touts *311-10l31 '205 0 0 brig. 205 81.89 0.00 178.51 0.00 2492 6B SS Autry+ville 1.64 1.64 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 199 0.00 32.73 0.00 2492 6B SS Autryville 1.64 1.64 Hybrid Bermudagrass Pasture 5.5 Tons 9311-10131 *205 0 0 brig. 205 81.89 0.00 134.29 0.00 2492 7 SS Autryville 1.58 1.58 Small Grain Overseed 1.0 Tans 10/1-3/31 50 0 0 Irrig, 5 19.9 0.00 31.56 0.00 2492 7 S5 Autryville 1.58 1.58 Hybrid Barnudagrass Pasture 5.5 Tons *311-10131 *205 0 0 Irrig. 205 81.89 0.00 129.38 0.00 2492 8 S5 Autryville 1.93 1.93 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 38.55 0.00 2492 8 S5 Autryville 1.93 1.93 Hybrid Bermudagrass Pasture 5.5 Taus *3/1-10/31 *205 0 0 Irrig. 205 81.89 0.00 158.04 0.00 2492 9 S5 Autryville 2.35 2.35 Small Gratin Overseed 1.0 Taus 10/1-3/31 -5 0 0 Irrig. 50 19.9 0.00 46.93 0.00 2492 9 SS Autryville 2.33 2.33 Hybrid Berrttudagrass Pasture 5.5 Tons *311-10/31 *205 0 0 brig. 205 81.99 0.00 192.43 0.00 2,976.28 993.20 -1,983,08 0.00 * 0.ao Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 950077 Database Version 2.0 DatOPrinted: 6/26/2003 WUT 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 applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) 2492 1 Autryville 0.60 1.0 2492 2 Autryville 0.60 1.0 2492 3A Autryville 0.60 1.0 2492 3B Autryville 0.60 1.0 2492 4A Autryville 0.60 I.0 2492 4B Autryville 0.60 1.0 2492 5A Autryville 0.60 1.0 2492 5B Autryville 0.60 1.0 2492 6A Autryville 0.60 1.0 2492 6B Autryville 0.60 1.0 2492 7 Autryville 0.60 1.0 2492 8 Autryville 0.60 1.0 2492 9 Autryville 0.60 1.0 QIM77 T)atnhnce Vercinn 9 0 DOn. PrintM 6/91;/700'1 TAF Pave Pave 1 of 1 The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray field should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Nursery Lagoon Sludge - Standard Com 120 bu 150 13.16 13.24 26.47 39.71 Hay 6 ton R.Y.E. 300 26.32 6.62 13.24 19.85 Soybean 40 bu 160 14.04 12.41 24.82 37.22 ------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------- 950077 Database Version 2.0 Date Printed: 06-26-2003 Sludge Page Page 1 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 Stara -Re Ca acity Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity (Days) Start Date 1011 180 Plan Year Month Available Storage Capacity (Days)' 1 1 180 1 2 180 1 3 180 1 4 190 1 5 I80 1 6 180 1 7 180 1 8 180 1 9 180 L 10 180 I I 190 i 12 180 ' Available Storage Capacity is calculated as of the end of each month. 950077 Database Version 2.0 Date Printed: 06-26-2003 Capacity Page Page 1 of 1 Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to Iand eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offshe 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. ---------------------------------- ---• •-------------------------------------------------------------------------------------------------------------------------- 950077 Database Version 2.0 Date Printed: 6/26/2003 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 1 e 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. ---------------------------------------- ---------------------------------------------- ...----•--------------------- ---------- --------------- •---- -- 950077 Database Version 2.0 Date Printed: 6/26/2003 SUecification Page 2 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. ----------------------------------I------------------------------ ------------------------ -.................................... ------------------------- 950077 Database Version 2.0 Date Printed: 6/26/2003 Specification Page 3 Crop Notes The following crop note applies to field(s): 1, 2, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7, 8, 9 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optunum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to fzeld(s): 1, 2, 3A, 3B, 4A, 4B, 5A, 5B, 6A, 6B, 7, 8, 9 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I 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 feast 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001blac 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. ------------------- ------------------------------ ----------------------------------------------------..-..------..-..----------------------- 950077 Database Version 2.0 Date Printed: 06-26-2003 Crop Note Page Page 1 of 1 Hillsdale Farms 1 &2 Fac 31-299 Scale 1 " = 250' +I- 4A 3. 3Ac 6A 2.1ggc 3A 3. Sac SA 2, 79,4c 1 1.99Ac 2 3.01gc 68 1.644C 48 1. 524 Sg 1.894c 7 1.58Ac 3B 1.54Ac 9 2.35Ac 8 1.93Ac .AN WETTABLE ACRES IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Landowner / Operator Name Jean Stephens Adress 1676 Bowdens Rd Warsaw, NC 28398 Telephone 910-293-7659 TABLE 1 - Field Specifications Hillsdale Farm 1 &2 Fac 31-299 COUNTY Duplin DATE 6/26/2003 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column Length of pulls in feet Width of pulls in feet Soil Type Slope (%) Crop(s) Maximun Application Rate (3) (in/hr) Maxiumn Application per Irrigation cycle (3) (Inches) 2492 1 0.52 1.47 0 1.99 EE60 B-C 325 197 AuB 0-5 Bermuda/Small rain 0.5 1 2492 2 0.44 2.57 0 3.01 E160 B-C 700 160 AuB 0-5 Bermuda/Smallgrain o.5 1 2492 3A 0.52 2.98 0 3.5 EE60 B-C 660 197 AuB 0-5 Bermuda/Smailgrain 0.5 1 2492 3B 0.52 1.02 0 1.54 EE60 B-C 282 157 AuB 0-5 Bermuda/Smallgrain 0.5 1 2492 4A 0.52 2.78 0 3.3 EE60 B-C 615 197 AuB 0.5 Bermuda/Smallgrain 0.5 1 2492 4B 0.52 1 0 1.52 EE60 B-C 220 197 AuB 0-5 Bermuda/Smaligrain 0.5 1 2492 SA 0.44 2.35 0 2.79 E160 B-C 640 160 AuB 0-5 BermudalSmaligrain 0.5 1 2492 5B 0.44 1.45 0 1.89 E160 B-C 395 160 AuB OS BermudalSmallgrain 0.5 1 2492 6A 0.26 1.92 0 2.18 EE60 B-C 715 117 AuB 0-5 Bermuda/Small rain 0.5 1 2492 fiB 0.26 1.38 0 1.fi4 EE60 B-C 515 117 AuB 0 5 Bermudal5mallgraln 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N:C. Irrigation guide, Field Office Technical Guide, Section I I G. Annual application must not exceed the agronomic rates for the soil and crap used. Wettable Acre Computational Worksheet Completed by: Bill Houston I Date 6./26./03 WETTABLE ACRES IRRIGATION SYSTEM DESIGN PARMATERS and COMPUTATIONAL WORKSHEET SUMMARY Landowner/ Operator Name Jean Stephens Adress 1676 Bowdens Rd Warsaw, NC 28398 Telephone 910-293-7659 TABLE 1 - Field Specifications Hillsdale Farm 1&2 Fac 31-299 COUNTY Duplin DATE 6/26/2003 Tract Number Hydrant or field (1) Number acres start end wetted area acres middle wetted area acres stop end wetted area Approximate Maximun Useable Size of field (2) (acres) Table column length of pulls in feet Width of pulls in feet Soil Type Slope (%) Crop(s) Maximun Application Rate (3) (inlhr) Maximmn Application per Irrigation cycle (3) (inches) 2492 7 0.46 1.12 a 1.58 EE60 B-C 305 160 AuB 0-5 Bermuda/Smailgrain 05 1 2492 B 0.44 1.49 0 1.93 EF60 B-C 405 160 AuB 0-5 Bermuda/Smaligrain 0.5 1 2492 9 0.52 1.83 0 2.35 EE60 B-C 405 197 Au8 0-5 Bermuda/Smallgrain 0.5 1 1 see attached map. 2 Total field acreage minus required buffer areas. 3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section I I G Annual application must not exceed the agronomic rates for the soil and crop used Wettable Acre Computational Worksheet Completed by: Billy Houston Date 16126103 Acreage DeterMination Procedures ment .stewater App Hard Hose Traveling Gun System FIELD DATA WORKSHEET* 1. Make and model number 2. Hose length® [feet] and hose inside diameter (ID) -2•S-1 [inch] 3. Gun make and model number ! DU b� 4. Gun nozzle size D,1l1 -[inch], �(- - ring orifice, tqp r bore orifice S. Gun arc angle [degrees) 6. Travel lane spacing 1bV [feet]. Indicate whether uniform or random. Dumber of exterior hydrants 6 Number of interior hydrants AL%?- - 7. Gun wetted diameter 2b6 [feet]. -,"'measured or based on gun chart. 8. Gun pressure [psi] t.� observed at working gauge, determined from gun charts, calculated (show calculations) **9. Operating pressure at hose reel 118 [psi]. ✓ observed at working gauge or provided by owner. **10. Supply line'size [inch] (From pump to last hydrant) **11. Supply line length feet (maximum pumping distance) **12. Supply line type PVC or ✓ aluminum **13. Pump make and model number **14. Pump capacity [gpm] **15. Engine make and model number or r **16. Eiectric motor horsepower and rpm [hp] [rpm] Note: It is strongly recommended that you field determine wetted diameter and operating pressure at the reel and gun. * Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each travel lane and show the distance traveled. Show the location of the supply line. Irrigated acres are determined by the travel lane. ** Optional data, furnish where possible. "* Information furnished by and; or ature of 6wherfor facility representative Signature F technical sp cialist W. 1.1- b 4 Printed name of oti ner or facility representative Printed/name pf technical specialist Date b PO D Date_ G11 0 A *'* Only the person or people collecting the data should sign the Field Data �Vbrksheet. 4RD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET I. Farm number (identification) -31--29 cl Field number (identification) 2. Irrigation system designation Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes _ _ # Exterior lanes J,2:5'_ feet] Length of pull(Ll) ,2 # Interior lanes # Exterior lanes cv [feet] Length of pull(L2) # Interior lanes -,J&_ # Exterior lanes 660 [feet] Length of pull(L3) 4. Wetted diameter ILL [feet] from Field Data Worksheet 5. Spacing Hydrant spacing [feet] _�Q % [as a percentage of wetted diameter] 6. Hydrant layout ✓ tilultiple hydrants Single hydrant , Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L-) Interior or __L_ Exterior (lane/hydrant) 4. l, (a) Acres start end of pull from Table 15C6 + Column (b) Acres middle portion of pull (L1) (Pull length�[__ [feet] X Wetted width W) [feet]; / 43,560 0 (c) Acres stop end of pull from Table jC60 Column G I •�Total acres for travel lane length (L1) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) 0,44 (a) ,acres start end of pull from Table -JQ:60 . Column j_ _C, (b) Acres middle portion of pull (L2) (Pull lengthIov [feet] X Wetted width Ib-D [feet] I / 43,560 -0 (c) ,acres stop end of pull from Table -KT6D Column C 1,01 Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L_) interior orLA-- Exterior (lane/hydrant) 0,5`2 (a) Acres start end of pull from Table CEO Column 13 .2,V (b) Acres middle portion of pull U) {Pull length 660 [feet] X Wetted width 199 [feet] (/ 43,560 (c) Acres stop end of pull From Table 60 Column e, 15L Total acres for travel lane length (L3) (Sum: a + b + c) 8. %lultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. add all of these, and this is the total irrigated acreage for the field. 1'L (a) Acres per travel lane length (L1) ,si # Lanes = Acres 3.01 (b) Acres per travel lane length (L2) X # Lanes = Acres 3.Sa (c) Acres per travel lane length (L3) X # Lanes = Acres -L'L Total C:#1ti.%TP wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed by: 41AI w Date: 6 2 Signature of technical specialist u HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) 3 ] -,2 9 R Field number (identification) 2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes j 13 # Exterior lanes .21-2 feet] Length of pull(Ll) # Interior lanes 4/4 # Exterior lanes A I [feet] Length of pull(L2) # Interior lanes �13 # Exterior lanes 21a [feet] Length of pull(L3) 4. Wetted diameter _ (feet] from. Field Data Worlcsheet 5. Spacing Hydrant spacing [feet] %Q�v - [as a percentage of wetted diameter] 6. Hydrant la��out ✓ Multiple hydrants Single hydrant Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L-) Interior orUL Exterior (lane/hydrant) O z (a) Acres start end of pull from Table f C60 Column )9 , X0J- (b) Acres middle portion of pull (L1) [Pull length3l=z» [feet] X Wetted width 1Y9 [feet]; / 43,560 0 (c) Acres stop end of pull from Table CE10 Column G -La Total acres for travel lane length (LI) (Sum: a + b + c) Travel lane length (L, Interior or 4f+Erterior (lane/hydrant) 0•5'2- (a) Acres start end of pull from Table CEP Column _6 (b) Acres middle portion of pull (1-2) {Pull length Ur [feet] X Wetted width P9 [feet]l / 43,560 D (c) Acres stop end of pull from Table CF-4 0 Column _, -11-0- Total acres for travel lane length (1-2) (Sum: a + b + c) Travel lane length (L_) Interior or Exterior (lane/hydrant) 6,S2 (a) Acres start end of pull from Table fEAo Column 13 o (b) Acres middle portion of pull (L3) {Pull length22o [feet] X Wetted width /In [feet]} / 43,560 �0 (c) Acres stop end of gull from Table C460 Column a 1,5 2 Total acres for travel lane length (L3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. 1s5—L4- (a) Acres per travel lane length (1-1) 3,(b) Acres per travel lane length (1-2) 1, 5'1 (c) Acres per travel lane length (1-3) X -----# Lanes X # Lanes X # Lanes 3 6 Total CAtiV3fP wettable acres for field (Sum: 8a + 8b + 8c) Acres Acres Acres Wettable Acre Computational 1%'orksheet Completed by: Dater 5igna ure of technical specialist wWRFReea may DC nccucul HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) ! -fin+ Field number (identification) 2. Irrigation system designation ,.,Existing irrigation system New/expanded irrigation system 3. Number of travel lanes (-A # Interior lanes # Exterior lanes L't!t_ feet] Length of pull(L1) iZ6— # Interior lanes # Exterior lanes 39T [feet] Length of pull(L2) # Interior lanes _l;A- # Exterior lanes 2lE:_ [feet] Length of pull(L3) 4. Wetted diameter [feet] from Field Data Worksheet 5. Spacing b> Hydrant spacing [feet] -60% - [as a percentage of wetted diameter] 6. Hy'ura :t Ia,.'out --%fultiple hydrants Single hydrant , Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L, ,� Interior or Exterior (lanelhydrant) 6.Lkf (a) Acres start end of pull from Table r-r6V Column 13_ _ (b) Acres middle portion of pull (L1) (Pull length-6ga_ [feet] X Wetted:width 16-D_ [feet]; / 43,560 Q (c) .acres stop end of pull from Table Er,( 0 Column -6 __ 1.']c Total acres for travel lane length (1-1) (Sum: a + b + c) Travel lane Iength (L,, ,a Interior or Exterior (lane/hydrant) 2 4� (a) .acres start end of pull from Table E26y_ Column /_ LL Lt (b) Acres middle portion of pull(L2) ]Pull length,- [feet] X Wetted wicith -4-0 [feet]1 / 43,560 0 (c) Acres stop end of pull from Table F-T4 0 Column G 1.j n Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, Interior or 124Exterior (lane/hydrant) Q•1 % (a) Acres start end of pull from Table EEO Column n i,rf,x (b) Acres middle portion of pull (1-3) {Pull length,- [feet] X Wetted width 1[2_.[feetj} / 43,560 b _ (c) Acres stop end of pull from Table E:C.X0_ Column -Z' i P Total acres for travel lane length (L3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the held. (a) acres per travel lane length (L1) X # Lanes = Acres I ;P9 (b) ,acres per travel lane length (L2) X # Lanes = acres 2.18L (c) Acres per travel lane length (L3) X # Lanes = Acres 6 Total CA'%13fP wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed by: _a te'}✓ �ai: Date:�j Signature of technical specialist '1-SJ / ....- r.' rIW ti.7I/iiLl rrWUr K rWG -WU/ MAKU tfosE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) Field number (identification) 2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes _ # Exterior lanes ,ELF feet] Length of pull(L1) # Interior lanes `] # Exterior lanes 30,r [feet] Length of pull(L2) # Interior lanes # Exterior lanes 4nr [feet] Length of pull(L3) 4. Wetted diameter J,.�Q [feet] from Field Data Worksheet S. Spacing LL Hydrant spacing [feet] 6071 - [as a percentage of wetted diameter] 6. Hydr3r:1, layout ✓ Multiple hydrants Single hydrant � Excessively spaced hydrants i. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L, Interior or � Exterior (lane/hydrant) 0,16 (a) Acres start end of pull from Table EEO Column _13 1 (b) Acres middle portion of pull (LI) [Pull lengthILS' [feet] X abetted width 1L2_ [feet]; / 43,560 D (c) acres stop end of pull from Table f E0 Column c- 1,4 Total acres for travel lane length (Ll) (Sum: a + b + c) Travel lane length (L, Interior or ZExterior (lane/hydrant) (a) Acres start end of pull from Table CE6_0 Column Q - .1Z (b) Acres middle portion of pull (L2) {full length�3os [feet] X Wetted width 160 [feet]} / 43,560 0 (c) acres stop end of pull from Table E61, o _ Column -r- --_ 1,9' Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, k Interior or Exterior (lane/hydrant) 0/`fq (a) Acres start end of pull from Table !EL� Column L� _1•'�°I (b) Acres middle portion of pull (1.3) [full length o.f [feet] X Wetted width U-0 [feet][ / 43,560 0 (c) Acres stop end of pull from Table ETA) Column G It 93 Total acres for .travel lane length (L3) (Sum: a + b + c) 8. Nfultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. 1,k4 (a) Acres per travel lane length (1-1) X # Lanes = Acres i•SP (b) Acres per travel lane length (1-2) X it Lanes = acres i.a3 (c) Acres per travel lane length (L3) X # Lanes = Acres y�l Total CA%"fP wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed by: /3A z � _ Date: Signature of technical specialist 5 �J �•••»�••y« Wurrc►neera may or riccucul MAKU HOSE TRAVELER ' IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET I. Farm number (identification) Field number (identification) 2. Irrigation system designation ✓ Existing irrigation system New/expanded irrigation system 3. Dumber of travel lanes # Interior lanes �_ # Exterior lanes q-05` feet] Length of pull(L1) # Interior lanes # Exterior lanes (feet] Length of pull(L2) # Interior lanes # Exterior lanes (feet] Length of pull(L3) 4. Wetted diameter �L6v [feet] from Field Data Worksheet 5. Spacing /4v Hydrant spacing (feet] 10`h , [as a percentage of wetted diameter] 6. Hydrant la%'out ✓ Multiple hydrants Single hydrant Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L—) Interior or Exterior (lane/hydrant) 0,51 (a) Acres start end of pull from Table EEdy Column _ J23 (b) Acres middle portion of pull (L1) ]Pull length q [feet] X Wetted width jq�Z {feet]; / 43,560 y (c) acres stop end of pull from Table CEPS 0 Column C 2, 3 i�Total acres for travel lane length (LI) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (L2) {Pull length (feet] X Wetted width [feetjl / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (L3) (Pull length (feet] X Wetted width [feet]} / 43,360 (c) acres stop end of pull from Table Column Total acres for travel lane length (L3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category- in the field. Add all of these, and this is the total irrigated acreage for the field. 1.3s (a) Acres per travel lane length (1-1) X. _# _# Lanes = acres (b) Acres per travel lane length (1-2) X # Lanes = Acres (c) Acres per travel lane length (1-3) X # Lanes = Acres j_-L Total CAI,"J(P wettable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed by: ']v Date:�p Signature of technical specialist ! // 15 . nro+a�+ir �MRSON 100 SERIES BIG GUN® PERFORMANCE- U.S. UNITS 100 TAPER BORE NOZZLE 100T 100T — Specify size when ordering ILI Flow Path 0.50' 0.55' 0.60' 0.65' 0.70' 0.75' 0.80' 0.85' 0.90' 1.0' 9309-050 9309-055 9309-060 9309-065 9309-070 9309-075 9309-080 9309-085 9309-090 9309-100 PSI GPM ow Fr. GPM ou. Fr GPM ou. Fr. GPM CIA. FL GPM ow Fr. GPM M. Fr GPM cu. n GPM ou. Fr. GPM — Ft GPM ow n. 40 47 191 57 202 66 213 78 222 91 230 103 240 118 250 134 256 152 262 - - 50 50 205 64 215 74 225 87 235 100 245 115 256 130 265 150'273 165 280 204 300 60 55 215 69 227 81 240 96 250 110 260 126 270 143 280 164 288 182 295 224 316 70 60 225 75 238 88 250 103 263 120 275 136 283 155 295 177 302 1.97 310 243 338 80 1 64 2351 79 248 94 260 110 273 128 285 146 295 165 305 189 314 210 325 258 354 90 68 245 83 258 100 270 117 283 135 295 155 306 175 315 201 326 223 335 274 362 100 72 255 1 87 268 106 280 123 293 143 305 163 316 185 325 212 336 235 345 289 372 110 76 265 1 92 2781 111 290 129 303 150 315 171 324 795 335 222 344 247 355 304 380 100 TAPER RING NOZZLE 100TR COMPONENTS: Bod1 OOTR = Body+ Ca + 1 Toper Ring #99 Taper Ring Cop P FM 8 #9956.001 #9257•0? #6745 Specify size when ordering U3 KIDD@ : Flow h: ----------- 0.64'64' 0.68' 0.72' 0.76" 0.80' 0.84' 0.88, 0.92' 0.96' 9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024 PSI GPM ow Fr. GPM 0u. Fr. GPM 0k Fr GPM Ow FL GPM >A• Fr. GPM DI& FT, GPM 01A. Fr GPM W. Fr. GPM oew Fr. 40 67 212 76 219 86 225 98 233 110 242 125 250 136 254 151 259 166 275 50 75 224 85 23i 97 240 110 250 123 258 139 266 152 271 169 279 185 288 60 83 239 94 246 106 254 120 264 135 273 153 281 167 286 186 294 203 303 70 1 89 249 101 259 114 268 130 277 146 286 165 295 180 300 200 309 219 320 80 95 259 108 269 122 278 139 288 156 297 176 306 193 313 214 324 235 336 90 101 268 115 278 130 289 147 299 166 308 187 317 204 324 227 334 249 345 100 107 278 121 288 137 298 155 308 175 318 197 327 216 334 240 344 262 355 110 112 288 1 127 298 143 308 163 317 1 183 326 207 336 1 226 342 1 251 353 275 364 100 RING NOZZLE IOOR 100R = Body + Cap + Set of 7 Rings Specify size when ordering Complete set of 7 rings only = #6847 0.71" 0.77' 6738-071 6738-077 COMPONENTS: Body Ring Cap #9956-001 #6738-ii3 #7872 EB O n 3 ' FIowT-_ �Path 0.81' 0.86' 0.89' v 0.93" 0.96' 6738-081 6738-086 6738-089 6738-093 6738-096 PSI GPM oti.. FL GPM oi,. Fr. GPM au. F[ GPM 0- Fr GPM ou R GPM oL. Fr GPM ou. Fr. 40 66 208 78 212 91 215 103 224 118 235 134 238 152 242 50 74 220 88 225 100 230 115 240 129 250 150 255 167 260 60 81 235 96 240 110 245 125 260 141 270 164 275 183 280 70 88 245 104 250 118 260 135 275 152 290 177 295 198 300 80 1 94 255 111 265 1 127 275 145 285 163 300 189 305 211 315 90 99 265 117 275 134 285 154 295 173 310 201 315 224 325 100 105 270 124 280 142 295 162 305 182 320 212 325 236 335 110 110 275 130 290 149 305 170 315 191 325 •222 335 248 345 a:� —1a+d — 21C hq.evy, %, C -r p fxnva, de. !— b.— ebki,-d -dr id.d ri m.dgo ad mq b. oa%� * .Rvdod br -:tee. pow hr*mi;e wwv mndd.n w a#w rya F"W tmwi� Crpw.^a^ ^d'w - wp— - .pa.dry d.d-' —ft. rtr Nelson Irrigation Corporation M8 Airport Rd. Walla Walla, WA 99362 USA Tel: 509M.7660 Fax: 509.525.7907 E-mail: nelson@nelsmirr.com Web she: www.nelsonirrigotian.com r State of North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor William G. Ross Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Jean Stephens Hillsdale Farm 1&II 1676 Bowdens Rd Warsaw NC 28398 Dear Jean Stephens: 1 � • now NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES February 4, 2002 Subject: Notification for Wettable Acre Determination Animal Waste Management System Hillsdale Farm I&II Facility Number 31-299 Duplin County A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only the acres that are wetted can be credited in the waste management plan as receiving waste application. Any acreage within the plan that can not be reached by waste application equipment can not be used as part of your plan. An evaluation by Dean Hunkele on 6/29/99 was made to review the actual number of acres at your facility that receive animal waste during land application. The evaluation of your facility has yielded one of the following two results as indicated by the box marked with an "X". Category 1: The evaluation of your facility could not be completed due to a lack of information. Please contact your Technical Specialist to assist in providing Dean Hunkele the necessary information to potentially exempt your facility from undergoing a complete wettable acre determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you have any questions please contact Dean Hunkele at (910) 395-3900. If within 90 days you are unable to provide Dean Hunkele with the information you are automatically required to complete a Wettable Acre Determination as described by Category 2 below, within 180 days of receipt of this letter. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper Notification for Wettable Acre Determination Animal Waste Management System Page 2 Category 2: ❑ Your facility has been identified by the Department of Environment and Natural Resources as a facility that may have overestimated the number of acres actually receiving animal waste. Therefore, some or all of your fields may be exceeding the allowable loading -rates set in your Certified Animal Waste Management Plan. In order to resolve this issue, please contact a designated Technical Specialist to have him or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must be one that has been approved by the Soil and Water Conservation Commission to conduct Wettable Acre Determinations. Many Technical Specialist with the N,C. Cooperative Extension Service, the Soil and Water Conservation Districts, the Natural Resources Conservation Service, and the Division of Soil and Water Conservation have received this special designation. You may also contact a private Technical Specialist who has received this designation, or a Professional Engineer. All needed modifications to your Animal Waste Management System must be made and the Wettable Acres Determination Certification must be returned to DWO within the next 180 days. If the needed modifications are not made and if the form is not returned within the required time, DWQ will be forced to take appropriate enforcement actions to bring this facility into compliance. These actions may include civil penalty assessments, permit revocation, and/or injunctive relief. Once a Wettable Acre Determination has been completed, a copy of the attached Wettable Acre Determination Certification must be submitted to the address listed on the form. Please note that both the owner and the Technical Specialist must sign the certification. A copy of all the Wettable Acre Determination documentation that applies to your Waste Utilization Plan must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will review all documentation during their annual visit of your facility. An additional copy must by kept on file at the local Soil & Water Conservation District Office. Please note that if you install or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer must also sign the Wettable Acre Determination Certification. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our Central Office staff at (919) 733-5083 ext. 571. cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File Murphy Family Farms ,1 Wettable Acres Determination Certification Name of Facility: Facility Number: - Owner(s) Name: Phone No: Mailing Address: By signing this form, the facility owner and Technical Specialist acknowledge the completion of the Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and calculations were completed to conduct a Wettable Acre Determination. The facility's Waste Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets, calculations, and other Wettable Acres Determination documents, along with the applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with the local- Soil and Water Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation. If any modifications to the existing irrigation system or any. new irrigation equipment was required to adequately address the waste management needs of this facility, an Irrigation Specialist or Professional Engineer has certified the design and installation below. Owner Name: Owner Signature: Technical Specialist Name: Date: Technical Specialist Signature: Date: If assisted by an Irrigation Specialist or Professional Engineer please read and sign below: Animal waste application equipment has been designed or modified to apply waste as necessary to accommodate the waste management plan and according to NRCS Standards. Animal waste application equipment has been installed according to NRCS Standards and is ready for use. Irrigation Specialist/PE Name: Irrigation Specialist/PE Signature: Submit this form to: Attn: Sonya Avant Non -Discharge Compliance Unit Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Date: WADC - 7/99 ,A :. State of North Carolina. Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting JEAN STEPHENS HILLSDALE FARM I&II 1676 BOWDENS RD WARSAW NC 28398 Dear Jean Stephens: DEC 2 7 2001 0 ...... _-------- INCDENR - NQRTH CAROL.INA DEPARTMENT OF Director ENVIR(�URAL RESOURCES December 7, 2001 N. C- C 1 H NA DEC 7 0 2001 Winston-,',alem Regional Office Subject: Certificate of Coverage No. AWS310299 Hillsdale Farm I&H Swine Waste Collection, Treatment, Storage and Application System Duplin County In accordance with your application received on April 13, 2000, we are forwarding this Certificate of Coverage (COC) issued to Jean Stephens, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWGI00000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Hillsdale Farm I&H, located in Duplin County, with an animal capacity of no greater than 5200 Wean to Feeder and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewater flow or number of animals. The facility's CAWMP meets all requirements in place at the time of certification. However, it appears that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization Plan. The owner should address this inconsistency as soon as possible. Please be advised that any violation of the terns and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 1�1X 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Certificate of Coverage AWS310299 Hillsdale Farm I&II Page 2 w Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual non -discharge permit by contacting the engineer listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, please contact J R Joshi at (919) 733-5083 ext. 363. Sincerely, 'C� 'Gregory J. Thorpe, Ph. D. cc: (Certificate of Coverage only for all cc's) Duplin ouilty Health Department Wi11711M tori=Regional Offee""W Qu " y Sectian Duplin County Soil and Water Conservation District Permit File NDPU Files ANIMAL WASTE UTILIZATION PLAN Producer: JEAN STEPHENS Location: 1676 BOWDENS RD WARSAW NC 28398 Telephone: 910-293-7659 Type Operation: Existing Wean to Feeder Swine Number of Animals: 5200.00 pigs (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year: Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. r Page: 1 ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements'should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5200 pigs x .40 tons waste/pigs/year = 2080 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5200 pigs x .48 lbs PAN/pigs/year = 2496 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will.be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED - ---- or ------- APPLY RESID. APPLIC METH N TIME 2492 1C AUB BP 4.1 205 13.35 2736.75 I +APR- mft 2492 I-1C �SG 11 17S 1 113-3511001.25SEP APR 2492 1B AUB BP 4.1 1205 I 1 1,16.4 13362 +APR- SEP 2492 1B SG 1 16.4 175 I 11230 1 +SEP= APR END I , TOTAL18330 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste appilcation may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. Page: 3 ANIMAL WASTE -UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------- APPLY RESID. APPLIC METH N TIME END TOTAL10 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste application may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates.shown if plant growth, pumping conditions, and PAN loading rates permit. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the -small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Page: 4 ANIMAL WASTE UTILIZATION PLAN, ** Acreage'£igures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT 50 75 BP SG HYBRID BERMUDAGRASS-PASTURE SMALL GRAIN OVERSEEDED TONS AC TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 WETTABLE _ACRES LBS AW N USED 29.75 8330 0 0 29.75 8330 * BALANCE -5834 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 5 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 395.2 pounds of,plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 1976 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 6.58666666667 acres of land. If you apply the sludge to corn at the rate of 1.25 pounds of nitrogen per acre, you will need 15.808 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25o depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that'an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and Page: 6 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. I I (Application RatelApplic. Amount Tract I Field I Soil Type I Crop I (in/hr) I (inches) 2492 I ! 11B I AUB I I BP I I I 5 I I *1 2492 I I 11C I AUB I BP I I .5 I *1 2492 I -113 I I I SG 1 I .5 I *1 2492 I -1C I SG I .5 1 I *1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 5.00 months. In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Page: 7 ANIMAL WASTE UTILIZATION :PLAN' • .. %ii. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and. the proper application rate prior to applying the waste. NARRATIVE OF OPERATION THIS WUP HAS BEEN REVISED TO INCLUDE BERMUDA PASTURE IN FIELD 1B ALSO. IF NEEDED/WANTED MS STEPHENS MAY- ROTATE CUTTING HAY BETWEEN FIELDS 1C AND 1B. IF CUT FOR HAY 2751bs N/AC MAY BE USED. THE SMALLGRAIN OVERSEEDING HAS BEEN INCREASED TO 751bs N/AC(SEE ATTACHED). THIS FARM WILL ACCOMODATE APPROXIMATELY FOUR ANIMAL UNITS PER ACRE ON ESTABLISHED CROPS. Page: 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When 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 or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the 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. Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 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 they have been approved as a'land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 preplant 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 W determining element. 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 for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) 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. Page: 11 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:HILLSDALE FARM I&II(31-299) Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we). know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25--year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ'upon request. Name of Facility Owner: JEAN STEPHENS (Please print) Signature: Date: Name of Manager(If different from owner): Signature: Date: Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 219 KENANSVILLE NC 28349 Signature: Date: 1J00 0 41 Page: 12 ',' . ANIMAL WASTE UTILIZATION PLAN 1�RC- S Cd l2•viJad Producer: JEAN STEPHENS Location: 1676 BOWDENS RD WARSAW NC 28398 ReCe,vEo Telephone: 910-293-7659 WATER QUAUTYSECTION NOV Type Operation: Existing Wean to Feeder Swine h�on.0lscher�e Aema�m Number of Animals: 5200.00 pigs n8 (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. Page: 1 ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5200 pigs x .40 tons waste/pigs/year = 2080 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5200 pigs x .48 lbs PAN/pigs/year = 2496 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE l: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------ APPLY RESID. APPLIC METH N TIME 2492 1C AUB BP 4.1 205 13.35 2736.75 I +APR- ,�1"61 Ball 2492 -1C �SG 11 150 I �13.35J667.5 I+OCT15th-APR 2492 1B AUB BP 4.1 �205 T 116.4.13362 +APR- OCT15th 2492 �1B SG 1 820 150 I 116.4 +OCT15th-APR END I TOTALI7586.25 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste appilcation may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. Page: 3 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------- APPLY RESID. APPLIC METH N TIME END TOTAL10 -- - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste application may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be -exercised not to let small grain to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high'and this will definitely interfere with stand of bermudagrass. This loss of stand- will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Page: 4 ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BP SG HYBRID BERMUDAGRASS-PASTURE SMALL GRAIN OVERSEEDED TONS AC 50 50 TABLE 1 TABLE 2 TOTAL ** TOTALS FROM TABLES 1 AND 2 WETTABLE _ACRES 29.75 LBS AW N USED 7586.25 0 0 29.75 7586.25 * BALANCE -5090.25 *** This number must be less than or equal. to 0 in order to fully utilize the animal waste N produced. rA Page: 5 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 395.2 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 1976 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 6.58666666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 15.808 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25o depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and Page: 6 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract Field 2492 13 2492 2492 2492 Soil Type :, AUB Crop I BP BP l SG SG (Application RatelApplic. Amount (in/hr) I (inches) .5 *1 *1 *1 *1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. it is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Page: 7 ANIMAL WASTE UTILIZATION PLAN Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION THIS WUP HAS BEEN REVISED TO ALLOW FOR BERMUDA PASTURE TO BE PLANTED IN FIELD 13. THE OLD WUP MUST BE FOLLOWED UNTIL THE SPRING OF 2001. THE BERMUDA MUST BE SPRIGGED NO LATER THAN APRIL 15th OF 2001. THIS FARM WILL ACCOMODATE FOUR ANIMAL UNITS PER ACRE ON ESTABILISHED BERMUDA PASTURE. Page: 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) S. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When 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 or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the 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. Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 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 they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 10 WASTE UTILIZATION PLAN RE_QUIRED_SPECIFICATIONS 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 preplant 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 element. 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 for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) 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. Page: 11 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:HILLSDALE FARM I&II(31--299) Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities'will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: JEAN STEPHENS (Please print) - -1 Signature:VOIPAY" Date: p Name of Manage (If�diferent from owner): Signature: Date: Name of Person Preparing Plan: (Please print) BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 219 KENANSVILLE NC 28349 Signature: Date: �2 L—7/ p Page: 12 ANIMAL WASTE UTILIZATION PLAN Producer: JEAN STEPHENS Location: 1676 BOWDENS RD WARSAW NC 28398 Telephone: 910-293-7659 Type Operation: Existing Wean to Feeder Swine Number of Animals: 5200.00 pigs (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. ' 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. Page: 1 ANIMAL WASTE'UTILIZATION PLAN S. Wind conditions should also be considered to'avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5200 pigs x .40 tons waste/pigs/year = 2080 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5200 pigs x .48 lbs PAN/pigs/year = 2496 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1.: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or -------- APPLY RESID. APPLIC METH N TIME 2492 1C AUB BP 4.1 205 13.35 2736.75 I +APR- SEP 2492 _1C-1 APR ISG 11 175 I f 1001.25 113.351+SEP- 2492 1B AUB BP 4.1 1205 1 I 116.4 13362 +APR- SEP 2492 1B SG 1 175 1 I 116.4 11230 +SEP- APR END TOTAL18330 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste appi.lcation may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. Page: 3 ANIMAL WASTE -UTILIZATION PLAN .TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent -landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME END TOTAL10 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste application may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Page: 4 ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BP SG HYBRID BERMUDAGRASS--PASTURE SMALL GRAIN OVERSEEDED TONS AC 50 75 TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 WETTABLE LBS AW N USED _ACRES 29.75 8330 0 0 29.75 8330 * BALANCE -5834 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 5 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 395.2 pounds of plant available nitrogen per year in the sludge. I£ you remove the sludge every 5 years, you will have approximately 1976 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300'pounds of nitrogen per acre, you will need 6.58666666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 15.808 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 2536 depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables L and 2. Failure to apply the recommended rates -and Page: 6 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. (Application RatelApplic. Amount Tract j Field Soil Type Crop (in/hr) I (inches) 2492 11B I AUB .5 *1 I BP 2492 1C I AUB I .5 *1 I BP 2492 I I I --113 I i I I I *1 I SG I .5 2492 I I I I -1C I I 1 I .5 I I I *1 I SG I * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum' application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rateS to the acres Shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Page: 7 ANIMAL WASTE UTILIZATION 'PLAN Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and . the proper application rate prior to applying the waste. NARRATIVE OF OPERATION THIS WUP HAS BEEN REVISED TO INCLUDE BERMUDA PASTURE IN FIELD 1B ALSO. IF NEEDED/WANTED MS. STEPHENS MAY•ROTATE CUTTING HAY BETWEEN FIELDS 1C AND 1B. IF CUT FOR HAY 2751bs N/AC MAY BE USED. THE SMALLGRAIN OVERSEEDING HAS BEEN INCREASED TO 75lbs N/AC(SEE ATTACHED). THIS FARM WILL ACCOMODATE APPROXIMATELY FOUR ANIMAL UNITS PER ACRE ON ESTABLISHED CROPS. Page: 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When 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 or flies. B. Animal waste shall not be applied to saturated soils, during rainfall events, or when the 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. Page: 9 WASTE UTILIZATION PLAN REQUIRED -SPECIFICATIONS 10. Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 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 they have been approved as a land application site•by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 preplant 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 element. 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 for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) 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. Page: 11 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:HILLSDALE FARM I&II(31.-299) Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: JEAN STEPHENS (Please print) Signature: Date: Name of Manager(If different from owner): Signature: Date: Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 219 KENANSVILLE NC 28349 Signature: A& IV Date: p(7 Page: 12 1W I.:�rin Car�l41� ti4fo Urr„raly k a .L v ill. U'"M14 Cd NCOV, C.u04a Memorandum TO: Noah Carolina Certified Technical Specialists FROM: NC State University Forage Production Workcroup DATE: July 13, 1996 SUBJECT: Crop Management Practices for Select Forages Used in Waste Management Deparirrront at Crop st!-enc%% Coeago of Agrlcultura (Off Luc, Scr4rcam Campus Bo: 7620 nelwgl,, N.0 27695.7t;;o 81B SIS 2M? 919.515 795V (tax) The following is a Tour -page summary of suggestions for man: Bement practices for some forage crops that can be used in wa;tc management plans. These suggestions are a result of discussions +Ylthin Pie NC State University Forage Production Wc.rkzgroup, a group compris4d of NC State faculty and NRCS agency personnel with expertise witb the crops. There are limited documented research responses of sorne of these practices on the.tnany soils and environments where these crops are currently being grown. The Forage Production Workgroup has taken the available data and used the combined experiences and realistic estimates of key people to come up with 'suggestions that wjjl allow fanners to incorporate these crops .and practices into waste -management plans.' As data become available to substantiate or refute these`"_.5uggesr1ons, the Forage Production Workgroup. will....make appropriate changes.'. Bermuda Oversee' YVith: r~ereat Rye acid Annual RyegrQsr , Currently two types of" Yyegrass are being. used fo=`.winter overseed'ng. m`felds�used.-for=' -. ti. . animal- waste rnana ement. : Gere `:i � '' ' g � is a' winter annual srrtallgraizi that looks:: Similar; to - •-:'., wheat, barley and oats. Ann al a rac _is a' winter annual ' Y' y u g_,, grass chat looks much �ilcc; tall - fescue. Hoch of these grasses; whdri growing during tha winter on bermuda' sod; can .have significant impact on subsequent, bermuda yields. fn' effect, tbd total yields :from=aa" acre :::` ; growing the combination ofbermada with these winter annuals %;•iU usually yieId.befween;i-2�;,: :.. tons rriore per acre than bermuda growing alone for the year.. Therefore, the total araiourtt: of PAN /acre for the year is about 100 lbs more than for bermuda alone. Although cereal ryc'and ' annual ryegrass are suitable crops for.overseeding, the management of the crops are different and thus practices implemented are dependent on the crop selected. r;G,yn C.Zfar' F3 ;nit.rdr Fi a i414 lywe 4nlvaraa± rda oreaRuoN wafhtfion of Ir•: t-"ranto ]CH&VICam" oepartment of Crop Scioncc CCAloge al F4skutttrrr• and Lila Sctorvr,R, Campus Bon 7620 Salnryh. INC 77606 7870 919 51S.2647 919.515 79:9 (sox) The cereal rve should i� planted by Octohur i 5 to provide the best tlppo:tu-mly !1: ,°C: growth. The most consistent stands are obta Ded horn drilling rye into short (less than 3 inches tall) herrnudaer2ss sod. If drilling is riot p05sible. the seeds ma.y he broadcast Can short bermuda sod loIlo%ved h;r a iiYht cultivation wish ad I s,,. or tillage implenlem. The su:d;ng rate for broadcast pl.-intin.; of seeds should be i .5 ti m.,s the rate for drilled seeds. The last application of animal %vnte is to be applied to the bermuda prior to August 31. An application of 50 lbs/acrL of Plant A'v.+ifable, N' (PAN) may be applied between SCPL?rrlber 15 and October 30. An addifinnal 50 lbs/acre of PAN may be applied in February -March. It' rye growth is harvested on ;im-2 aqd does riot significantiv sUde the bermuda, PAN rates lbr the; subsequent bei-rnuda crop are based on realistic yields of bermuda. A harvest is required prior to heading or April 7, «Much ever comes first. This is necessary to minimize the potential for shading bermuda. and reducing its yields. The I1.4-N rate for grazed systems with bermuda overseeded wi[h cereal rye must be reduced in accordance with \1RCS Technical Standard #590. Annual Reg -ass Annual,ryegrass should be planted by October 15 to provide the best opportunity to act winter growth. The most consistent stands are obtained from drilling ryegrass into Short. (less than 3 inches tall) bermudagrass sod. if drilling is not possible, the seeds may be broadcast on shon bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the rate for drilled seeds.''fhe last application of animal waste is to be applied to the - bermuda prior to. August 31. An application of SO lbs/acre of (PAN) -may be applied betweeri'.Sep[ember:15 and-October.30_ An additional 50 lbs/acre of PAN may be applied in February March If .additional PAN is applied tq. the ryegrass in April -May, the PAN rate for- the.-bertnuda must b'e:reduced by a corresponding amount: This is necessary because,.ryegrass. growth .dunng::: April -May.' will reduce bermuda yields and shorten the time bermuda can ful.lq._ucuize the N. A. harvest is required by heading.'.or April 7, which ever comes . flrst t:o 1 prevent. ... sladding 'of emerging bermuda'-during April -May period. To:=fd-vor'the' production of. the bermuda, additional harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15 inches height. The PAN rate for grazed systems with bermuda overseeded.with iinnual ryegrass roust be reduced in accordance With NRCS Technical Standard #590. rA F.'"h C,0 mow UVO '.: r.wrra:a tt a o'% DaperLmit', v' :atop C�s�••p � ari10 ur.:++1 lull u cmilr 7 CLA(-: •'�+ �� ti+s tt+:aYn a N.�n1+r.,,rpkM C011ayy Of Agr WlUro .3,d t r1.GctarC W Chrnr%#S Puff 7920 nets v, he :r7r,95.7G:c- 91y5!52tA/ - 91 U-1 ; 4 '959 itax] l:aylr.r-n (;amagr'ass 1.11""L:d Clat.� arC u'._il;bfz on the. resp onsc of canmgms.5 to %,arloww I:ti'eij of \ aInd airll I%p},s in North C arolinzi However. !,[till funhcr d3tc 1y collectud, the tWlbWing �ZuidltAines rru--y h:: used 1. nn -rs,,[1Cf;. tex:'JCd sU!ls thi;t a';-- %vell 'drain 01' C.xC:Cs51vt:1'.' d1r nliCCi, :r 1?kf d:i� fr!::y vteid similar !c- hybrid hcrmuda.-rass at sin-61ar PAIN rains. 2. On ht:2v;- texlttrcd soils that arc sojii;u•hat poorly dratined, ganlz�r�a» may Yield! 1.3 1 tirres more than r•Ivb ld berrrluda. Garnagrass establishes slowly and will not usual1%, produce much harvestable I0rage during the establishrllent k%,a.,-. It is bestto Zo%v the cro%'ih durLw the stalling yea to accumulate for most or aJ1 season; if it is to ttir harvested, it should be done after full seed"head fonliation on a ma ority of the plants. Therefore, PA1` far the seedlinb_ }'ear should o<e modi!`ieel accordingly. Overseeding gamagrass with winter Annuals is nor cur;ztW% ad-ised because tFe- har-esting or gra-7ina management of the Winter ::rulu3l crops during i.=ebruarv-April would L,! detrimental to th-� surt•ival of gatna_*rass. Gamagrass should riot normally be- harvested or grazed below 6-8 inches stubble. Application rates are to be based on the realistic N rates that address the N.needs per.ton of hay, a realistic yield and an appropriate application winddaw. When harvested as hay in the 24- 36 inch stage of growth, the N rate ranges from 40-50 lbs/ton of dry marter. The PAN rate for grazed systems must be reduced in accordance'with MRCS Technical Standard 590. The application window for gamagrass is slightly earlier thari for bermuda;.gamagrass starts growing about 3-4 weeks earlier than Coastal bermudagrass' and about 2-3 weeks earlier than Tifton 44..Gamagrass is dormant from frost to March. The:last application of PAN. in' the summer should be prior to August 31. Rescuegrass (i.e. Afatua) Rescuegrass is a coat season grass and makes mrsst of its. growth from March-Juric. and September -November. It should receive most of its N during the Scpterziber-October and. late February through May months. Limited data arc available for realistic yields of rescuegrass on various soils and at various N levels in North Carolina. However, until further data is collected the following suggestions may be useful. 1. On sandy, well drained to excessively drained soils, rescuegrass may yield 1.5- 3 times rescue, assuming a uniform and dense stand of grass is present. ,:R1a5rea ties+ iti �n•6'!�7 k a W..' - O:s' u.aM�Ar ur+� a <orL,:c'..'A erlr;ar':•. D: v ll:%Kwu*J r n 14hr1h 1-4 0AW i)Br%nrtnlcn1 of Ctop Sc:gt=cc ............ ti C01004 of Al eKullure and t 1t.. Scr..r,�+4 camrxle riot ?('20 Harvrgh, NC 27F95• ; ; 0 919 S15 2647 rfIO.s1i.7Qsq f14.) 0n wcrr or pntu'ly drained soils, rescue ras::wry yield 75 - I .Q t!rnrs as much as fc::crlc On soils wherc buih are well adapr.ed nct :•Ic:lds of resct,:>grass mat he 1-1.5 Wiles nsere Iharl fescue The above RY1.: u,iirrr:ai<< assume that stand ,:ensir; is mairrtarned-li-"uch nwinal resced:rr'r every �Lsrr, Aidiough rt,cuegrass is a "perer,:vial'• iL does noL ni;-,Mtair, dense, satisi'ac(ory stands unless it is allowed to resccd every yea: I. vc:rn under this n-c-na);errient it is li;.— ly th:,I disease ,gill diYecr orle or more Qro�vths 1n son)! years. Application rates are U) be based an the reaUs: c N rates thaL address the N needs per ton or hay, a realistic yield and an appropr�aLe appli_-Lion wilidow, when harvested as hap, the N rate is similar to uthcr cool season grasses such as fescue, ratrciog from 40-50 lhs/LLn. Rescuegrass may also continue sorne growth i:: June -August if moisture is available. During Lhcse otY-seasons, rescuegrass should not recur.-,, more than about 25 lbs N/acre/month. Only apply 25 lbs N/acre- bi June -August if the equi+•alent of 1-inch of water can be appiied at tore same rim. If the crop does nor respond with at least a 1000 lbs of growyh within a 3-5 week period do not make another application until the plants have had the opportunity to use the previous application. N r NCSU-MEMORANDUM PUMPING GUIDELINES PUMPING DATES FOR BERMUDA WHEN OVERSEEDED SMALLGRAIN USES HIGHER -THAN 501bs N/AC RATE APRIL-AUGUST,31 (ONLY ACCEPTABLE PUMPING TIMES) PUMPING DATES FOR SG(SMALLGRAIN) USING OVER 501bs N/AC RATES (BERMUDA SHOULD BE LESS THAN Sin TALL PRIOR TO PLANTING) SMALLGRAIN-CROP SHOULD BE PLANTED BY OCTOBER,15 PIRST PUMPING [SEPTEMBER, 15 THRU OCTOBER, 30) (APPLICATION AMOUNT NOT TO EXCEED 501bsN/AC) SECOND PUMPING [FEBRUARY THRU MARCH,311 (APPLICATION AMOUNT NOT TO EXCEED 50TbsN/AC) CROP MUST BE HARVESTED PRIOR TO HEADING OR APRIL,7 WHICH EVER COMES FIRST I State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T: Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Jean Stephens Hillsdale Farm I&II 1676 Bowdens Rd Warsaw NC 28398 Farm Number: 31 - 299 Dear Jean Stephens: IT T IL" A&4 0 0 2 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RECEIVED March 15, 2000 WATER QUkITYSECTION 'APR - 13 200 Wn-Discharge pem7itUng You are hereby notified that Hillsdale Farm I&II, in accordance with G.S. 143-215.1OC, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation, In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit 1617Mail Service Center Raleigh, NC 27699-1617 If you have any questions concerning this letter, please call J R Joshi at (919)733-5083 extension 363 or Dean Hunkele with the Wilmington Regional Office at (910) 395-3900. Sincerely, /1 Lek --- for Kerr T. Stevens cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper ' W� p�CE� State'of North Carolina 0114f.lISZD Department of Environment and Natural Resources 4M i DN Division of Water Quality Nn 3 20Q0 (THIS FORM Non-DischargeABE PHOTOCOPIED FOR USEOSAN ORIGINAL) Orftha�a �T11 j n9 General Permit - Existing Animal Waste Operations The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections that are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. 1. GENERAL INFORMATION: 1.1 Facility Name: Hillsdale Farm I&II 1.2 Print Land Owner's name: lean Stephens 1.3 Mailing address: 1676 Bowdens Rd City, State: Warsaw NC Zip: Telephone Number (include area code): 910-293-7659 1.4 County where facility is located: 1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): Farm I location: Take US 117 N to Warsaw: at stop light, turn Rt. onto NC 24 E to edge of town where NC 24 and NC SO mer e• take SR 1300 E towards C. M. Outlaw's Store• At Outlaw's Store turn Lt. onto SR 1301 o 1.8 miles: entrance to farm complex on Rt. next to house. Farm 2 location: Bowden Road, RPR# 1301 8 mi, NW of Kenansville 1.6 Print Farm Manager's name (if different from Land Owner): Hillsdale Farm, Inc. 1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Hillsdale Farm Inc. Murphy Family Farms, 1.8 Date Facility Originally Began Operation: 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 31— (county number); _299 (facili(y number). 2.2 Operation .Description: Swine operation Wean to Feeder 5200- Certified Design Ca achy Is the above information correct? ©yes; �no. If no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum number for which the waste management structures were designed. Type of Swine No, of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals • Wean to Feeder • Layer • Dairy • Feeder to Finish • Non -Layer • Beef • Farrow to Wean (# sow) • Turkey • Farrow to Feeder (# sow) • Farrow to Finish (# sow) Other Type of Livestock on the farm: O A S No. of Animals: FORM: AWO-G-E 5/28/98 Page 1 of 4 31 - 299 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 50.00 ; Required Acreage (as listed in the AWMP): 10 2.4 Number of agoons storage ponds (circle which is applicable): 2 2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one) 2.7 Does this facility meet all applicable siting requirements`? (Swine Farm Siting Act, NR S Standards, etc.) (Swine Only) YES or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? 9 I _ What was the date that this facility's land application areas were sited? R 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. Applicants Initials 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP must include the following components. Some of these components may not have been required at the time the facility was certified but should be added to the CAWMP for permitting purposes: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP. 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3.11 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 3.3.16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. FORM: AWO-G-E 5/28/98 Page 2 of 4 31 - 299 Facility Number: 31 - 299 Facility Name: Hillsdale Farm I&II 4. APPLICANT'S CERTIFICATION: 04Jae //0* I, �Tea� S+6Ae1%T (Land Owner's name listed in glhp 1.2), attest that this application for l-ti If cc1a le, ZE (Facility name listed in tion 1.1) 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. 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) (_Manager's name listed in question 1.6), attest that this application for (Facility name listed in question 1.1) 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 return ed as incomplete. , f Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 715-6048 FORM: AWO-G-E 5/28/98 Page 3 of 4 31 - 299 DIVISION OF WATER QUA.LTTY REGIONAL OFFICES (1198) Asbt v, Regional WQ Supervisor 59 Woodfm Place Asheville, NC 28901 (Szg) 251-6208 Fax ( e : S) 251.6452 Avery Macon Buncombe Madison Burke McDowell Caldweu KtcheIl Cbetol~x Pc.Y Clay Rutherford Graham Swain Haywood Transylvania Henderson Yancey Jackson '- Fayetteville Regional WQ Supervisor Wachovia Building, Suite 714 Fayetteville, NC 28301 (910) 486-1541 Fax (910) 496-0707 Washington Regional WQ Supervisor 943 Washington Squzm Mall Washington, NC 27889 (x5zJ 946-64$1 Fax (z; 975-3716 Beaafort Jaxs Berrie Camden Lenoir Martin Cbowan Pamlico Craven Pasquotank Currimck Perquimans Dare Pitt G21ss Tyrcll Graeae washingtan Hertford Wayne Hyde Mooresville Regional WQ Supervisor 919 North Main Street Moort:sville, NC 28115 (704) 663-1699 Fax (704) 663-6040 Raleigb Regional WQ Supervisor 38M Barren Dr. Raleigh, NC 27611 (919) 571-4700 Fax (919) 733-7072 Outbam Nash Durham Narthmmpton Edgecambe Franklin mange Paean Granville Vance Halifax Wain lobn= Warner Lee Wilson VrAmington Regina WQ Supervisor 127 Cardinal Drive Extension Wilmington, NC 28405-3845 (910) 395-3900 Fax (910) 350-2M4 Anson Moan: Alexander Lincoln Brunswick New Hanover Braden Richmond Cabarrus Mecklenburg Carteret Untlow Cbmbcxland Robeson Catawba Rowan Columbus Prader Harnett Sampson Clevehad Sudy Duplin Hoke Scotland Gaston Union Montgomery Dwell Winston-Salem Regional WQ Supervisw 395 Waugbtown Street Wiimton-Salem. NC 27107 Fax (3JL) 771.4631 Alamanoe Rocldaghsm Allegheny Randolph Ashe Stakes Caswell Sorry Davidson Wataaga Davie W iin= Forsyth Yadldn Guilford FORM: AWO-G-E S118198 Page 4 of 4 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST.. Source Causes Odor Specific Practic9s"" Farmstead Swine production ,,,.-y ,. egateuva or wooded buffers; _.1rkam comended best management - • ���p�ractioas; [ )'Good judgment and common sense Animal body surfaces Dirty manure -covered animals �ry floors Floor surfaces Wet manure -covered floors (41 ad floors; ( starers located over slotted floors; (} Feeders at high and of solid floors; ( ) Scrape manure buildup from floors; (X6nderfloor ventilation for drying Manure collection pits Urine (Yfroquent manure removal by flush,pit r harge,or scrape Parital micorbial decomposition ( Underfloor ventilation Ventilation exhaust fans Volatile gases; { Yfagrttaintenance; Dust ( )`Efficient air movement Indoor surfaces Dust { ashdown between groups of animals { j Feed additives; { } Feeder covers; { } Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon I) Flush tank covers liquid whiles tanks are filling 1 1 Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater ( (floor flush with underfloor conveyan9nce ventilation Pit recharge points Agitation of recycled lagoon f } Extend rechard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank filling l } Sump tank covers and d►awdown Outside drain coilection Agitation during wastewater I } Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater L4,Cxtend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions Q_Vrl�per lagoon liquid capacity Biological mixing { or act lagoon startup procedures Agitation { ins um surface area -to -volume ratio { nimum agitation when pumping ( ) Mechanical aeration ( ) Proven biological additives Irrigation sprinkler nozzles High pressure agitation ( rr'gate on dry days with little or no wind Wind draft 'inimum recommended operation pressure (��Yump intake near lagoon liquid surface ( ) Pump from second -stage lagoon AMOC--November 11, 1996 ! �� )NI -%7•1.J''I 1QC TlAf'+.k P"10 ] 'SJA%1= rr'�C ftn''t �"i-� d,yy .R it }.y .a S -"- Storage tank or basin �.. ��' Partial -microbial decomposition .�O Bottom or midlevel 3aedinp : .- -• -- — — - _"' � surface ,!,Mixing while filling iruro,;;,,; , ,, I )rTank covers ^• �0� ,,,,Agitation when emptying Basin surface mate of solids -�p\•i,i::y C.iT3C1fi4i t'-•3'.i r - � 1•,�^,3$i7i??a"J {'1 Proven` biological additives or oxidants Settling basin surface Partial micobial decomposition (} Extend drainpipe outlets underneath liquid Mixing while filling l•.. level _ _ ._._•. ' Agitation when emptying { } Remove settled solids regularly Manure, slurry or sludge Agitation when spreading 1410 injection of slurrytsludges spreader outlets Volatile gas emissions { Wash residual manure from spreader after use ( ) Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying (-Y5 it infection of slurry/sludges or sludge on field surfaces iXil incorporation within 48 hours in thin uniform layers for rapid drying ( ) Proven biological additives or oxidants Dead animals Carcass decomposition roper disposition of carcasses Dead animal disposal Carcass decomposition I) Complete covering of carcasses in burial pits pits ;) Proper location/construction of disposal pits Incinerators Incomplete combustion {) Secondary stack burners Standing water around Improper drainage { } rada and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained access roads LJW4srrn access road maintenance roads from farm access Additional Information: Available From: Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Canter Swine Production Form Potential 0Ar Sources and Remedies, EBAE Fact Sheet NCSU-SAE Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Dasig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107. 1995 Conference Proceedings Florida Cooperative Extension The issues checked (14pertain to this operation. The land ownerlintegrator agrees to use sound judgment in applying odor control measures as practical. 1 certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Landov%FnhrSignature) AMOC--November 11, 1996 ...... _.,INSECT CONTROL CHECKLIST,FOR..ANIMAL.OPERATIONS..-.__ Source Cause "r' BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters s• Accumulation of solids ush system is designed and operated sufficiently to remove accumulated asoi ds from gutters as designed. ernove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (-W ritain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more then 6-8 inches over more than 30% of surface. Excessive Vegetative Decaying vegetation (aintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage I ) Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. ( ) Clean up spillage on a routine basis le.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues { ) Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g.. covered bin for brewer's grain and similar high moisture grain products). {) Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbance by animals is minimal. { ) Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (Le. inspect for and remove or break up accumulated solids as needed). AMIC--November 11, 1996 'I(-;q Tat I%i - - Y"•':t'T �,.!-�j.' 7 "�-�F-,V{•f Dry Manure Handling Accumulations of animal wastes A i Remove spillage on a routine basis (e.g. 7-10 day = - ---• -- Systems w n , ,• interval during summer; 1S-30 days interval during __, .-_ _ • , - _.winter) where manure is loaded for land application _- or disposal _ ..... _._ r 1 ) Provide for adequate drainage around manure stockpiles. ' { 1 Inspect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked (-d'pertain to this operation. The Iandownerilntegrator 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. c. (Landow r Signature) (Farm Name) 1 _ L-199 (Facility Number) For more information contact the Cooperative Extension. Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 2769S-7613. AMIC--November 11, 1996 EMERGENCY ACTION PLAN ,M)�jsvrnsb nPHONE'NUMBERS, M 5rfs 3n ,;.qQjx,) DIVISION OF WATER QUALITY (DWQ) • ., r.: f� ,_,; , ,.. ; ,�., J .-,.,; (91.0)395 ;3900 EMERGENCY MANAGEMNET�SERVICES,(EMS),,,.,s,t r; mi ��;. K; P ;r�,(9,1.0),296�2160 SOIL -AND,WATER,CONSERVATION,DISTRICT,(SWCD)� NATURAL RESOURCES CONSERVATION SERVICE (NRCS).. 910)29672121. COOPERATIVE EXTERSION, SERVICE ICES) , -a .v (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 you 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 ore may.not be possible. Suggested responses to some possible problems are listed belwo. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. -Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that 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 flows 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. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. rr 2. Assess the extent of the spill and -note {any !obvious damages. ' :a Didwthe waste reach any surface waters? !V�i -I YTI-��' ��' � �`' ; .. , :•1 ^ r F' - 4 ,} 7 1t .,F .^1. ; ri. ...71�y y�.I•IJ " -b��App ioximately how much ,was released and #or�what,:dOration?'b{ryt1 rvc: Any damage notes, suchY as yemployee ,injury`, fish kills,Y or property damage�.:1 4 ' - d?Did the spill leave the property? = % ; �'j} �� : r. _ µ- ; . , . A e.•' Does the spill have the potential to*eeach surface waters? -` ' ' " '1 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)? ! E�if, 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 movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the sitution. b. If spill leaves property or enters surface waters, call local EMS phone number. c.. Instruct EMS to contact local Helath Department. d. Contact CEs, phone number - , local SWCD office phone number - -, and local NRCS office for advice/technical assistance phone number = -. 4. If none of the above works call 911 or the Sheriff's Department and explain you 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 off - site damage. a. Contractors Name: b. Contractors Address: —Par , c. Contractors Phone: qI_ --;,yq_-- 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: U'S A- f - -- - b. Phone: Cl y o - Iq 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste managment plan to keep problems with release of wastes from happening again. 2 MORTALITY MANAGEMENT METHODS (check which method(s) are being implemented) { j Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial be at least 300 feet from any flowing steam or public body of water. ( .) Rendering at a rendering plant licensed under G. S. 106-168.7 ( ) Complete incineration { j In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture. { } Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) 1 4 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 OPERATION & MAETIENANCE PLAN Proper lagoon liquid management should be a year-round priority. It is especially , important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equiialent. 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: L. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment ---look for: 1. settlement, cracking, or "jug" holes 2. side slope stability ---slumps or bulges 3.. wet or damp areas on the back slope 4. erosion due to lack of vegetation or as a result of wave action S. 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. r Any of these features could lead to erosion and weakening of the dam. If your Iagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a -serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: I. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump'operation. An unusually4oud or grinding noise, or a large amount of. vibration-, may indicate that the pump is in need or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your Iagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. - Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3: Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy workihg swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 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. Management: Practice water conservation ---minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, Iong-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated., the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator. Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the Iiquid. 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 phosphores, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, 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. N AWMtL WASTE Mt. )GEMENT PLAN CERTMCA:. )JN FOR EXISTING FEEDLOTS Please return the completed form to the Division of Environmental Management at the address on the reverse side of this form. Name of farm (Please print) : Ira %kisAol c. Fa.* eh k '� ��G� ��3\'-�+gq� a•,a �► Mailing Address: 1l. '-14, tzcx_ ' �300 County (of arm): .� �• �n Farm location: Latitude an Longitude: o f 6i— OL% o o ' t �" (requir ). Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.) : 1. . Design capacity (number of animals) :. S tk o 0 Average size of operation (12 month population avg.): moo Average acreage needed for land application of waste (acres) :yo . o Technical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .00051' I certify that the existing animal waste management system for the farm named above has an animal waste management plan that meets the operation and maintenance standards and specifications of the Division of Environmental Management and the USDA - Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001 - .0005., The following elements and their corresponding minimum criteria have been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); adequate quantity and amount of land for waste utilization (or�use of third party); access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25 - year, 24 - hour storm. When checked, see reverse side of for Name of Technical Specialist (Please Print): BILLY W. HOUSTON . DUPLIN S & W CONSER. DIST. Affiliation (Agency): PO BOX 277 KENANSVILLE NC Address {Agency): Signature: 11W 4u TELEPHONE 910-296-2121 Owner/Manager Agreement I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either directly through a man-made conveyance or through runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. , Name of Name owner Note: A change in land ownership re'quires'notification or a new certification (if the approved plan is changed) within 60 days of a title transfer. .cis �:';. '} ii,'.�[.iS l; 1•i"» .:4 - .i�:.",3, .. u r •� :,� r. v '3i.,...,? 3,., i DIEM USE ONLY: ACE# * �. MTT cm UT 1 nr 1-0 TM 7frr FM r rl p - $PAO IM TM TM am TM im Tff nm Em im TM — 1. .. OrL v Ir. FM ;; "o 'hod TM 6 I t TM -neap rm naT rti wu Tm "Tr rl 17 rm YaT 0.4 9,1 Mir 7w Cwt i M T TIV fm TMT n rm 1*1 7m Tw cr 1 7w . . I.. I rFlT rl u Wrr LW 0. =It t fM C&C -40d TW 'robe,-Cl. Mr, p - Fri tCl T ATi I ov SIT=m 11 rm ot at u Pr 'fg.pc It rR -I rka &T47 RU w, d UTT d" UaT WT 7w PZ 404 3111ASNYN331 MIT ra zm cm 0 -sm n7 x-� TM sm Wo T %"T 0' 11r, CWL M-t W7T 4' -10-1 13 Ut r' TiYS"F-V ;7r Fa7l 'I 0 d 0, "Fry-, -LY'T wn 0(6" 67tT Sr 5w TM 44 -"n Fri Mvsav ,Ift "Y; 2m, -IF 6m -6m r W-- WE .d TM y fm 'A Vt Tirl I S, et t-ff T im -1 apIT 41PAIS YI 75a Lift a T-u Im Z, t. MT We2wll 7M V'k TM Nrl sm -im fw vi Fm CZ -o- FRT "k 4pm rrTt TT 'Cl ibisr MT rm 0" Tn; If FFIT 6m zw dvA 9 TNT mn 10 IOW aw is • PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT • I jt/ C� d , certify that I w have access to) the y � (produce /./ following irrigation equipment, TYPE IRRIGATION AND SIZE C e.�� '�" �• AVAILABLE FROMl`�lx� (owner at' equipment) I further certify that, through the arrangem is I have made concerning irrigation equipment, I will be able to i to as necessary accord' g to my waste management plan. 41 Signature �r Date ��� r ANIMAL WASTE UTILIZATION PLAN Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: JEAN C STEPHENS 1676 BOWDENS RD WARSAW NC ' 2 8 3 9 8 910-293-7659 Existing Wean to Feeder Swine 5200.00 pigs Anaerobic Waste Treatment Lagoon Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen 'as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange.capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ.regulations. Page: 1 ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan'is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan.- Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content acid crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5200 pigs x .40 tons waste/pigs/year = 2080 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5200 pigs x .48 lbs FAN/pigs/year = 2496 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page.: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME 2492 1C AUB BP 4.1 205 13.35 2736.75 I APR-SEP 2492 --1C SG 1 I 175 1 113.3511001.25 SEP-APR 2492 1B SA 1 �110 I 1 116.4 11804 APR-SEP 2492 �1B IWA 1 1100 116.4 11640 I SEP-APR TOTAL17182 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This, plan only addresses nitrogen. Page: 3 1 '1 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LES DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or -------- APPLY RESID. APPLIC METH N TIME END TOTAL10 -- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Sermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for Page: 4 ANIMAL WASTE UTILIZATION PLAN nitrate levels is recommended. ** Acreage figures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BP HYBRID BERMUDAGRASS-PASTURE TONS 50 SA SUMMER ANNUALS (I.E. Sorghum -Sudan Hybri AC 110 SG SMALL GRAIN OVERSEEDED AC 75 WA WINTER ANNUALS (I.E. Small Grains, etc.) AC{ 100 TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 WETTABLE ACRES 29.75 LBS AW N USED 7182 0 0 29.75 7182 * BALANCE -4686 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 5 1 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal'to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevents over application of nutrients or other elements. Your production facility will produce approximately 395.2 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 1976 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 6.58666666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 15.80E acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount• should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to•ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and Page: 6 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided'as a guide for establishing application rates and amounts. jApplication RatelApplic. Amount Tract Field Soil Type j Crop (in/hr) (inches) 2492 1B *1 I .45 SA 2492 1C I AUB .5 I *1 BP 2492 ' -1B WA I .35 I *1 2492 -1C *1 .5 SG * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days -of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event.of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Page: 7 ANIMAL WASTE UTILIZATION PLAN Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION THIS PLAN IS WRITTEN BASED ON A GRAZING ROTATION. THIS FARM WILL ACCOMMODATE FOUR ANIMAL UNITS PER ACRE, ON THE HAYLAND AND SUMMER AND WINTER ANNUAL PASTURES. THE SMALL GRAIN OVERSEEDING IN BERMUDA PASTURE HAS BEEN INCREASED TO 75lbs PER ACRE OF NITROGEN.(SEE ATTACHED) Page: 8 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulationsrthat restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG•Standard 393 -Filter Strip) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. G. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When 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 or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the 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. Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 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 they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS- 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 preplant 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 element. 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 for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. 'Poultry dry waste application records shall be maintained for three (3) 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. Page: 11 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farrn:HILLSDALE FARM I&II Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: JEAN C STEPHENS (Please print) Signature: Date: Name of Mana er(If different from owner): Signature: Name of Person Preparing Plan: Date: (Please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-295-2120 Address (Agency): PO BOX 277 KENANSVILLE NC 28349 Signature Date: °► ,�/g Page: 12 P17: U 35. 8 READY K L. M N 0 P O R i Operator:=— --------- -----------------------=—=)Jean Stephens -------=)07/21/92 4 Dist.to nearest residence (other than owner): 5` sows (farrow to finish).—=—__---==--_========> & sows (farrow to feeder).--==========_______=> � 7 head (finishing only).______________________) TO PRINT 8 sows {farrow to wean).—======----==-------==> ALT-p 9 head (wean to feeder):=------=====----_____=> 2600 10 Storage volume for sledge accum. (cu. ft.):=> O&M FLAN 11 Inside top length:--------T_________________> 167.0 ALT-0 12 Inside top width: -__—___-----______________> 121.3 13 T o p of dike at e l e vat i an : == ======== -=__----=> 50.3 TO CLEAR 14 .1.5 ALT—C 15 Side 2.2 16 25 Year — 24 Noah Rainfall=------=====-----=> 7.5 SEEDING 17 Bottom of lagoon elevation:--======== ==---=> 35.8 SPECS. 18 Total required volume:=============> 121366 ALT—S 19 Total design volume avail.:------==> 151411 20 Design end Pumping WASTE 21—Jul-92 04:51 F'M j 14— � GDA$t- 0)B9vai{ as jo �L- Ale?) J ( 201 11) +Q plffl mar,,,, J jr0li 16 w q- 05C T- United States Department of Agriculture Sod Conservation Service OPERATOR: ,atxn 2fc02ARiA J Please review the attached plan and specifications carefully. Retain this plan for your use and records. It is strongly recommended that you, your contractor,.and Soil Conservation Service personnel are in agreement as to how the waste lagoon is to be constructed. The Soil Conservation Service personnel will meet with all concerned parties and walk over the site to explain all flags and markings. It is important that everyone understand what is expected so that final construction meets plans and specification and the job can be certified -for payment (if cost -sharing is involved). The pad dimensions and grades are the best estimate_ The BUILDER or CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The Soil Conservation Service personnel will assist in a limited capacity, as its major concern is the proper design and construction of the waste treatment lagoon. The actual amount of material required for pads and'dam may vary from the estimates. The design will attempt to balance cuts and fills as close as possible. If additional material is required after construction is complete on the lagoon, the -contractor and owner will negotiate on the price and location of borrow area. NOTE: Design Requiremment: J p o cu.ft. = 416 cu.yds. Estimate of Excavation: Estimate of Pad E Dike: cu.ft. _ _ ?01, cu.yds. cu.ft. - aoo cu.yds. L:1,0 Ration F',4\ o{Ir+ ,JAI r.jn r-#o:�, Job Class -7-r-� 2-6 -ay Da to Designed By JG acr - Name Design Approval G Nam e 2 ate O 1TAa Sad Consovation Semc* lJis an agency of tM Oaoartment of Agncultwa Operator:Jean Stephens County: Duplin Date: 06/30/92 Distance to nearest residence (other than owner): 0.0 feet 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. - 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 0 head (finishing only) x 135 lbs. 0 The 0 sows (farrow to wean) x 433 lbs. - 0 lbs 2600 head (wean to feeder) x 30 lbs. = 76000 The TOTAL STEADY STATE LIVE WEIGHT (SSLW) T 78000 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 78000 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb7 SSLW Volume = 78000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet Not computed at landowner's request Sludge will be removed as needed. 4. TOTAL DESIGN VOLUME Inside top lengtK 165.0 feet ; Inside top width 120.0 feet Top of dike at elevation • 5i.0 feet Freeboard 1.0"feet ; Side slopes 2.5 1 (Inside lagoon) Total design lagoon liquid level at elevation 50.0 feet Bottom of lagoon elevation 39.0 feet Seasonal high water table elevation -•46.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 160.0 1i5.0 11.0 AREA OF TOP LENGTH * WIDTH = 160.0 115.0 18400.0 ( AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 105.0 60.0 6300.0 ( AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 132.5 87.5 46375.0 (AREA OF MIDSECTION * 4) CU. FT. = (AREA TOP + (4+AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 16400.0 46375.0 6300.0 1.8 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 130304 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 165.0 120.0 19800.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 19800.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 78000 Lbs. SSLW * CF of Waste/Lb./Day * 160 days Volume = 19048 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 * 160 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 = 11550.0 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = "7.5 inches / 12 inches per foot « DA Volume = 12375.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 19048 cubic feet 5B. 0 cubic feet 5C. 11550 cubic feet 5D. 12375 cubic feet TOTAL 42973 cubic feet 6. SUMMARY � r Total required volume '1 20973 cubic feet Total design volume avail. 130304 cubic feet Min. req. treatment volume plus sludge accumulation "78000 cubic fe et At elev. 46.8 feet Volume ie A191 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 117929 cubic feet At elev. 49.3 feet ; Volume is 117758 cubic feet (start pumping) Seasonal high water table elevation 46. 0- fre(e't 7. DESIGNED BY.: APPROVED BY f DATE: DATE `1 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment with minimum odor control.' The time required for the planned fluid level, to be reached may vary due to soil conditione,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. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of t e initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 49.3 as marked by permanent markers. Stop pump -out when the fluid level reaches elevation 46.8 or before fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria) , 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.4 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. S. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- Clearing: All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps: and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall,be loosened thoroughly before placement of embankment material. Cut-off Trench: --------------- A cut-off trench (when specified) shall be installed a� shown in the plans. Construction: Construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior approval of the SCS. Earthfill shall not be placed in standing water and reasonable compaction of the'fills shall be performed by the construction equipment or sheeps-foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they will need to be excavated a minimum of one. (1) foot below grade and backfilled and compacted with a suitable material (ie-CL,SC,CH). Refer to the soils investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction. SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 2.0 ACRES USE THE SEED MIXTURE'INDICATED: 0 LBS. FESCUE GRASS @ 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 120 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 30. 0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 t 60 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE) 0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 4 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. WASTE UTILIZATION PLAN ---------------------- Owners name --:Jean Stephens Mail Address -:Warsaw, NC Type of production unit ----:Nursery County:Duplin Type of waste facility ------- :Anaerobic Lagoon Your animal waste management facility has been designed for a given storage capacity. When the waste reaches the designed level, it must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops on the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates and leaching potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or not more than 30 days prior to planting.' Injecting the waste or disking.will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements maybe more or less based on the waste analysis report from your waste management facility. The design of your waste management facility is based on the following: Amount of Waste Produced Per Year: ---------------------------------- 5200 animals x 0.4 tons waste/animal/yr= 2196 tons total waste .-r. United States Sou P. 0. BOX 277 f Department of Conservation, KENANSVILLE, NC 28349 Agriculture Service TELEPHONE 919-296-1958 ----------------------------------------------------------------- WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN TO': y 'J LOCATION OF SITE J71, /e PRODUCER -C AT & b n SIZE OF PROPOSED OPERATION _o� �oO�_4� (.,JCS IS SOIL SUITABLE FOR LAGOON? YES >_' NO SOIL CLASS. DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS TENANT NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE /6 ACREAGE/CROP REQUIRED TO PUMP EFFLUENT l jidg-.6;eA �I 11d a� 614<- L DOES LANDOWNER HAVE ENOUGH ACREAGE YES NO IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO WILL FACILITY INVOLVE ALTERING WETLANDS? YES NO !• IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES", THE LANDOWNER IS HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF ENGINEERS. IT IS THE'LANDOWNERS- RESPONSIBILITY TO DETERMINE IF PERMITS ARE NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR DUPLIN COUNTY IS: JEFF RICHTER, US ARMY CORP OF ENGINEERS P. 0. BOX 1890 WILMINGTON, NC 28402 TELEPHONE 919-251-4636 DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES NO ADDITIONAL COMMENTS li' - SDI ens :CX1s7_1* 1y6 rool,Ct1 aP• bcJ- �, sse o A IQ 4 �oread ,, - -6`{_r Lg4d SIGNATURE4 t�y�� /l�y_� DATE `1— 631) The Sol Conaervation Swvice Is an agency of the " Department of Agriculture Page 2 Amount of Plant Available Nitrogen Produced Per Year: ----------------------------------------------------- 5200 animals x 0.48 lbe. N/animal/year = 2496 lbs./yr Available N Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. Your facility is designed for 180 days of storage. Therefore, it will need to be pumped every 6 months. Tract Field Soil Crop Yield Lbs. N Acres Lbs. H Month to No. ----- No. _____ Type ----- Code ----- ----- Per Ac. ----- ----- Used ----- Apply ------ 2492 It AuB 4 5 Tons 275 2.5 687.5 MAR-AUG 2492 I b AuB 4 5 Tons 275 7.5 2062.5 MAR-AUG 2492 ,. 14 AuB 2 100 Bu. 150 36.7 5505 MAR-JULY ----- ----- ----- ----- -___- ----- ----- l ----- ------ Total 46.7 8255 Available Nitrogen 2496 Surplus Or 4)e44eHirtr -5759 Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda 5=Control Grazed Bermuda; 6=Hayland Bermuda Narrative of Operation: I o,AOO Ne,u nrAdyea 4070 �� N - S7Sq S�rYJl�1 16?Q Call the Soil and Water Conservation District Office after you receive waste analysis report to obtain the amount per acre to apply and the irrigation application rate prior to applying waste. 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't � 5 �.i�. !(y �•S i' �+ ° '� 4YTRQ) 35a00 r 3 2.']VM E7J1 }0' rm11 INTlRIOR—GEOLOGICAL iRYCV•R R�,VIR61Nu�1Y77 772 78°00, ' jI J• V ROAD CLASSIFICATION �ti, •' 1 MILE =EEr Primary highvJaYr Light duty road, hard or __. hard surface _._ • 'imp r`oved surface.__... Secondary highway; hard surface—_ Unimproved road _..... ....... ' I Interstate Route C3 U. S. Route 0 State Route 'X. '' sJ, r . SCS-iNG-538 ! U. S. OEPARTMENT OF AGRICULTURE Rev. 5-70 / f SOIL CONSERVATION SEAVICE SOIL INVESTIGATION. TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME a6 S DISTRICT DATE COUNTY - J041� 1!'A S. C. S. PHOTO SHEET NO. WORK UNIT WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"s feet) Locate reference point " center line of dam and identifu on sketch. 6.0 ■ ■ ■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■ ■■■■■■■■■■■■■ ■■■■■■■ar■on ■■■■■■■■■■■■■ ■ ■■■■■ ■■� ■�11■■■■■■■■■■■■ MMMENNOIN2 ■►H�■■■■■■■■■ ISM ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■ ■■■ ■■■ ■■■■■■■ t< BORING NUMBER AND PROFILE Name and Ifst darn -site and svillumv borings first - th-m ponded area and borrow pit bortngs - separate with mrticol red line. (Candnued an bocA wAery noms4ry) Show water Wle elevations an dam -site boring$. �,©i©lid©�'���1�E71m1®1©I®'�mfE�lmimlm �l�l®1�1© �>�`■1■I■�■��', I ■!■i■1■f■I■I■'�■4■I�',■I■I■I■I■ ®��'■i■4■��■`:■�l"�I■ 0'■I■I■f■i�■i■'■i■1■■I■i■i■II■ ��'�!■I■®I�,R�I■ ■i■!■I■4■i■I■',®1■I■�■I■i■I■I■ : • ., _ f _ � r � _ Y 1: err. Mo.rl. —,A= firm= tl. S. Department of P-1culture NC-ENG-34 Soil Conservation Set to September 1980 • File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner 5t!4he-iJ - County 124[ Community or Group No. Conservation Plan No. Estimated Depth of Water to Top of Dam 1-1,y. Ft. Length of Flood Pool Ft. Date of Field Hazard Investigation ? -;-9 Evaluation by=reach of flood plain downstream to the point of estimated minor effect .from sudden' dam failure. Est. Elev. :Est. Elevation Kind of :Improvements: of'Breach Reach: Length: Width: Slope: Land Use. Improvements Above :Floodwater Above flood Plain: Flood Plain Ft: - Ft. % Ft. Ft. 2 r 3 - Describe potential for loss"of life and damage to existing or probable future downstream improvements from a sudden breach A1o,%e.. AopID,( . /Oaa�cr i,,,--tar&.fA_I L-t , ;jf'r fL: Sf2 13 02, - - NJ 4 0-t-e '� fi3� �t �!,i -.� r ±L:.er, , o —a 1eA2 r,- Hazard Classification of Dam a b, c) (see NEM-Part 520.21) Dam Classification 0 ,(g), III, IV, V) gY—LO. e Concurred. -By name title NOTE: 1. Instruction5'dn reverse.s'ide. 2. Attach additional sheets -as needed. Date-4 -9 Date i United States Soil ti( Department of Conservation P. 0. BOX 277 r Agriculture Service KENANSVILLE, NC 28349 TELEPHONE 919-296-2121 -------------------------------------------------------------------------------- WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN TO: PRODUCER v Mtn S Warsaw . NC LOCATION OF SITE 1301 4 0-ex 1 In 11G . N 01A 0T o.0;16 C�„rch IF SIZE, OF PROPOSED OPERATION /—.2,6Q0 Nve,r,,ry CTom S;2 b f- /0,zvo 1 "s) IS SOIL SUITABLE FOR LAGOON? YES ✓ NO SOIL CLASS. tivB DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS TENANT /S-oo -/,�'t' NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE Sr ( ACREAGE/CROP REQUIRED TO PUMP EFFLUENT I �•�•Iit 4g&j j_ %56t I✓Oft— DOES LANDOWNER HAVE ENOUGH ACREAGE YES ✓, NO IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO WILL FACILITY INVOLVE ALTERING WETLANDS? YES NO IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES", THE LANDOWNER IS HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR DUPLIN COUNTY IS: JEFF RIGHTER, US ARMY CORP OF ENGINEERS 30. P. 0. BOX 1890 WILMINGTON, HC 28402 TELEPHONE 919-251-4636 LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES AFFECT THE LOCATION OF THIS FACILITY. DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES NO ADDITIONAL COMMENTS, r /V1S &g&g 4v �i�.re /0.0 GoAt7Fal d Howe Al A, Cnr, *4ol r+i 0,4 "go VAA ISP- all hvqj 4-- & Ary 0-s Ao-ist, THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGHED. IF DESIGN HAS NOT BEEN COMPLETED WITHIN THIS PERIOD SITE MALL BE RE-EVALUATED AT THE TIME OF DESIGN TO ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY RESIDENCE OTHER THAN APPLICANT'S AT TIME OF DESIGN. 0 The Sol Conaervatlon Service , vis an agency of the' Department at Agrleullura SIGNATURE 0S'L7 DATE US Department of Agriculture Soil Conservation Service ENVIRONMENTAL EVALUATION NC -CPA 16 4-92 Land User/Owner_ Sea-i County i0a p l i . Location/Tract & Field Number T 44Z Acreage Prepared by te----6-q`1- Brief Description of Planned Practice/RMS/Project Measure: Environmental Factors and Resources to Identify and Fvaluate J 1. Is wetland included in the planning area: (References: NCPM; 190-GM 410.26; Hydric soils list; Classification of Wetlands and Deepwater Habitats _of..the U.S.; National Wetlands Inventory Maps; NFSAM. L/ No Yes - If yes, -- Identify types present -- Attach environmental -evaluation showing what effect planned assistance will have on wetland and how this assistance is within policy Have needed permits (CAMA, DEM, Corps, etc.) been obtained by the landuser? -- Make sure no planned practices will put the landowner in violation of Swampbuster 2. Endangered and/or threatened species: (References: 190-GM 4100..22; Technical Guide Section I-i.(13) and Section I-vii No Yes -- Identify species whose range and habitat needs indicate they might occur in planning area -- Identify on map any designated critical habitat 3. Is a designated natural or scenic area included in the planning area or will planned actions impact on an adjacent natural or scenic area? (References: 190-GM 410.23 and .24) Yes - If yes, encourage landuser to consult with concerned agencies, societies, and individuals to arrive at mutually satisfactory land use and treatment. 4. Does the planning area include the 100-year flood plain? (References: NCPM; 190-GM 410.25; HUD Flood Plain maps) f No Yes - If yes, -- Is the assisted action likely to have significant adverse effects on existing natural and beneficial values in the flood plain? -- Is there a practical alternative outside the flood plain? -- Has the flood plain been used for agricultural production for at least 3 of the last 5 years? 5. Is an archaeological or historical site located in the planning area? (References: NCPM; 420-GM 401; National Register of Historic Places) No Yes - If yes, have steps been taken to ensure the protection of this area? 6. Are there any ,prime, unique, or locally important farmlands in the operating unit? (References: 310-GM) No ✓ Yes - If yes, identify on a soils map or legend. 14V-8 7. Will the action result in sodbusting? ✓ No Yes 8. Will the action result in swampbusting? No Yes 9. Is there a potential for controversy?- From whom? AJjv;nis5 No `� Yes 00 10. Are permits required?/Should the person contact permit agencies? No Yes J When an environmental factor or resource is identified on the site, the user will refer to the appropriate reference for policy and document the appropriate action in the notes portion of this form. NOTES, DOCUMENTATION, FOLLOW-UP 1 I 71 I i ' 1 +lip if `j � -I _'.-i. 4 -J--r _i.'..I. �..,-.i.• 7 , n 7 ... _ .� ... ... .. ! - Q Ll ,.(7 .I -1. ..•�I�i v •��. ✓ :in n UOU� ..*..r- -�• 7•l._-i%J��-I ,�_� - 1 1 e ; .' i ii: S��COIV :._:. ..... ...._...... _ _ r F -- w 77 I nor r P.-VI: ..14_�-.-f ..,_:-l-,-Y.t- _.j. .i_.... 0 O, f . . . . . . 1.. _ .I . . . . . . ,-.5- -?�•, 'Ii -f. i. i-.. c ' o:i ii... ...,� 7 1 ._.,..__.... - I till ....... ._J.. - -'-i• — -{..=_y..l_��._i_� _ =1_ _s- :.. ..::� :�.:I- -.i_ I-i_{� i-•+�- ti-i.f-.-i_.: :�_.- .fr�•3-- _i..l __ i. _i...r.;:.;. ,. _. _ .i.... ... - � r-� r-'r- � .��_.I..r. � �.. . �.. � - r � .j _ -�-r-3 r r--+- � r..:..r_ i -r-i' • r - . - - r ti' -j• - ! F i j ' f I 3' i'I x.' 'j_ = 1 Y ...i_� = i i" -i t r i ';'; ; i'i : •i- i ' ... •I-' �..i. -l� .�.�._�.. .i.i �I f�©�l' ��`F -• IPQ1�=fi ` ;_4, k .J_I_,-{.. .t ,. I:! 1.. J. i.. 1..� : -� � -r 1' - I--! MASS -1. • •{-'t- '-,- -�•-f-!-,_f..�._#-.�.»�._ � i.. ..,-i'•{-?-'r- f.: .i. .I....r.. .L..�.. 1. F. �_1. •y f , .I ` i �. I- J - 1 I aYd I. .�._J_ . I.'TI .E .i .I_- 'i ;,. ;.. �..1 i -rI _ :...I. •_--- Ts. — t E _•'_�_•�� - �. . ,. .. ..�-�._1."y.'.i.1- 'T'-,� i_.i .� i _ .'. .. �.. � � .i. i i � : .. -. i '� ,-1 1 i ..i. ' •. till -�-�..i ,- � MMML" 0".. 0 mango" fon..se "M M r. .000"M L.-I .3 H - I I a EIMER: M I 'a I S !M IM rarrrra Es"Efflu:floswill 410"Gon Ifloam, 14.0 coon o"wo 7ow. a RNM MOMM M1911H MUM MEEMINEIMEME NNMNW m aim Man I � wm = lffi�s = MINEM IMME MMMM MlMlm Ml-ML-1l!rdM= 1. -M INIME M air. EM ME mmu- M SON Li 7-=— - —7 7 �L 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 200.0 125.0 45000.0 square feet Buildings (roof and lilt water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 25000.0 square feet Design temporary storage period to be ].80 days. 5A. Volume of waste produced Approximate da.i ly production of manure in CF/LB SSLW 0.00136, Volume = 76000 Lbs. SSLW * C:F of Waste/Lb. /Day 150 day�> Volume = 19048 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 rec i rcu I Fite the lagoon water" are accounted for in FA. Vo I urr:e - 0.0 ga I I ons/da.y 180 gays storage/7.48 ga l l ons per C; F Volume = 0,0 cubic feet 5C. Volume ofra i nfa I I in excess of evaporation Use period of time when ra i sofa I I exceeds evaporation by largest amount. 180 days excess ra i nfa l I - 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 14583.3 cubic feet Operatnr:Jean Stephens County: Dup I i n Distance to nearest residence (ether- than owner) 1. STEADY STATE LIVE WEIGHT Date: 08/05/91. 4000.0 feet 0 sows (farrow to finish) x 1417 I bs . W 0 lbs 0 sows (farrow to feeder) x 522 its. - 0 lbs 0 head (finishing only) x 135 lbs. - 0 lbs • 0 sows (farrow to wean) x 433 l bs . - 0 I bs 600 head (wean to feeder) >11 () I bs. 78000 I bs TOTAL STEADY STATE LIVE WEIGHT (SELW) = 78000 I b s 2. MINIMUM REQUIRED TREATMENT VOLUME OF LA60 iN Volume = 78€:00 tbs. SSLW x Treatment Vo I ume(CF)/ I b. SSL.W Treatment Vo I ume (C:F) / l b. SSLW-: 1 CF/ I b. SSLIAI Volume = 7SO00 cubic feet � _.. STORAGE VOLUME FOR SLUDGE ACC:UMULAT'1' i'DN Volume 0.0 cubic feet 4. TOTAL DESIGN VOLUME Inside top length 200.0 feet ; Inside top width 125.0 feet Top of dike at elevation 155.0 feet Freeboard 2.0 feet ; Side slopes ti.0 . 1 (Inside lagoon) Total design lagoon I i qui d l eve l at elevation 53.0 feet Bottom of lagoon elevation 40.0 feet Seasonal high water- table elevation 47.0 feet Total design volume using prlsmoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE'. LENGTH WIDTH DEPTH .0 3.0 3.0 3.0 188.0 113.0 10.0 AREA OF TOP LENGTH * WIDTH = 188.0 11:3.0 AREA OF BOTTOM LENGTH * WIDTH = 128.0 53.0 21244.0 ( AREA OF TOP) 6784.0 ( AREA OF BOTTOM) ) AREA OF MIDSECTION LENGTH * WIDTH * 4 155.0 83.0 52456.0 (AREA OF MIDSECTION * 4) CU. FT. = EAREA TOP + (4*ARE.A MIDSECTION)'+ AREA BOTTOM] * DEPTH/d, 21?44.0 52456.0 6784.0 1.7 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 134140 CU. FT. mm:; SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- CIear inge All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps wi I I be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and routs exceeding one (1) inch in diameter- shall be removed to a minimum depth of one (1 ) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Cut-off Trench: A cut-off trench (when specified) shall be installed as shown i n the plans. Construction: ' Construction of excavated and earthfiII areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior- approval I of the SCS. Earthf i I I sha I 1 not be placed in standing water- and reasonable compaction of the fills shall be performed by the construction equipment or slopeps-foot ro i l er- during placement. The embankment of the lagoon sha I I be i nsta I l ed using the more impervious materials. Construction of fill heights sha I I include ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they will need to be excavated a minimum of one (1) foot below grade and backfilIed and compacted with, a suitable material (i e-C:L,SC:,CH) . Refer to the soils investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: All exposed embankment and other- tare constructed areas shall be seeded to the planned type of vege,tat i can as soon as possible after construction. rn rn„ WASTE UTILIZATION PLAN ----------------------- Owners name —:,lean Stephens Mail Address -.Warsaw, NC: Type ,.if production un i t---- -NURSERY County.DupIin Type of Waste fa.c i l i ty-"` .Anaerobic Lag, -,on Your an i rr,a.l waste rna.riagoment far_ i I i ty has been des i gncd for a ,giver, storage:: ca:pac i ty. When the waste reaches the des i ;fined IeveI, it must be Ian1 appIied at a specified rate to prevent pc, I I ut'i rin of .surface and/cir- ground water. The p i ar,t nuts i e n t s in the an i rna I waste should be used to reduce the amount of comrnert; i a.I fert i I i zer- required for the crops on the fields where the waste is to be applied. This waste utiIization plar, uses nitrogen as the limiting nuts i ent. Waste shou 141 be analyzed before each app,iicat ion cycIe and annual soiI tests are encouraged so that a I I p I ant nuts i ents can Lie ba I anted f or - rea.l i s t i c y i e I ds c-f the cro1-, to be 9rciwn. Several factors are important in implementing your waste ut i I i at i on F i an in order- to maximize the fert i l i zer- value of the waste and to ensure that it is applied in ar, environmentally safe i'na.nner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. So i I typies are i mptortant as they have d i fferent i of i I teat i on rates and leaching potential. Waste sha I I riot Lie app I i ed to I and erod i rig at greater than 55 t,.,r',s per acre pier, year. DCI nut apply waste on saturated soils or on land when the surface is frozen. Either of these cand i t i nns may result in runoff to surface waters. Wind conditions should also tie considered t,-, avoid dr i f t and downwind ,.,d,.,r problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should Lie app I i ed to a. grciw i ng c rope or riot more than 30 days pr i r.,r to planting. Injecting the waste or disking wi I I ccinserve nutrients and reduce c4dor problems. The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage. requirements may be more or less based on the waste analysis report from your waste management facility. The design of your waste management facility is based on the following: Amount of Waste Produced Per Year: ---------------------------------- 2600 an i ma. I s x 0.4 tons waste/an i ma I /yr = 1098 tons total waste Page 2 Amount of Plant Available Nitrogen Produced Per Year: Z600 animals x 0.48 Its. N/animal/year- = 1248 lbs./yr Avai Iable N Applying the above amount of waste is a big job. You shA I d plan time and have appropriate equipment to apply the waste in a. timely manner. Your facility is designed for_ 180 days of storage.Therefore, it will need to be pumped every r_, months. Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month t No . No. - Type Cade Per Ac . Used Apply ----- ----- ----- ----- ----- ----- ----- ------ ::492 1 Auto 6 7 Tons 400 47.1 18856 MAR-AUG ------ Total 47.1 18856 Available Nitrogen 1L4'8 Surplus Or Deficit-17608 Crop codes: 1=Cereal grain; ,=Corn; 3=Fescue; 4=Range Gr. Bermuda 5=Control Grazed ler-muda; 6=Hay I and Bermuda Narrative of Operation: --------------------------------------------- C:al i the Soil and Water- Conservation District Office after- you receive Waste analysis report to obtain the amount per acre to apply and the irrigation app I i cation rate prior to applying J waste. 7 Prepared by: �`_ _ B'`, ! _ j=__.._______.____ G! ------ �L�Z'? Name Title Date % Concurred in by: Qx0no _______�_ _--__-.-- g / er` Da e (Copy to producer and copy to case file) -71'7 , - MI, 7 14 7 F T t_�7_17-vi I -17 ........... -7-7-7-777-: -71- -7- It-It T. ..... Ti: i� . _T__ .. - - - . 1- mi­ ­ ­- - - T -Ell J f"77 4Q 7. - yQ Ll TT- 7 n -7 _J ------ J ul Vo LA. T J. � ........ L. Ij LJ . . ...... ... id fir,j ,M•'.E '^ . _ � �: �f�'"''rr:`���; i� - ° , \ `��'=t'f ,}' Y {�;='��y1`'•J •'I•�' � /'••• � --fir , ' � • - I • .I •Y 'SSA ., �,�',�• •'` l�-'I `• , - -�F'q Yea?`•yr'• +. , 4 Sri. ',. , ,' � ' 1.ti}.r' �(t�{fit, w '��� ' �� .r 'zll- ti";".�•� ",,��:.. ;.`,`:.'1. .:SSA.,•,. r';`�'+� �• �- - do { 8v I rnrr�;; SEEDING RECOMMENDATIONS IONS ----------------------- AREA TO BE SEED&Dg 1 2.0 ACRES USE THE SEED MIXTURE 'INDICATED: 120 LBS. FESCUE GRASS @ 60 LBS./ACRE ( BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEM BER 15 TO Ni iVl= MBER TO 0 Litt,. ' PENSAC:OLA ' BAH I A GRASS @ 60 LES . / ACRE ( SEE FOOTNOTE NO. 1 ) SEEDING DATES: MARCH 15 TO J UNE SO t y LES . HULLED BERMUDA GRASS @ 8 LBS . / AC: . (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 11 60 L tS . RYE GRAIN @ TO LES . / ACRE ( NURSERY FOR FESCUE) 0 LES. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DEC:EMBER 1 TO MARCH TO LSS . APPLY THE FOLLOWING: 2000 LBS . OF 10-10-1 G FERTILIZER (1000 LBS . /ACRE ) 4 TONS OF DOLOMITIC LIME ('Z TONS/ACRE:) ZOO BALES OF SMALL GRAIN STRAW (100 DALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE: ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. I. PENSACOLA BAHIAGiRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. r a A a mm OPERATION AND MAINTENANCE FLAN ------------------------------ This lagoon is designed for_ waste treatment with minimum odor control. The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations, and the amount of fresh water- added to the system. Land app I i cation of waste water- is recognized as an acceptable method of d i s«~osa.l . Methods of a.pp l i ca.t i pan include spa l i d set, center pivot, guns, and trave I i na ;:dun i rr i gat i on. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The f 1 l ow i ng items are to be carried out 1. It is strongly recommended that the treatment lagoon be pre - charged to 1 /'2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the cohcentrat i on of the i n i t i a.l waste Entering the lagoon thereby keduc i ng odors. Solids should be covered with, effluent at all times. l 2. The attached waste utilization plan sha I I be fo l l yawed. This plan recommends sampling and testing of waste ( see Attachment B) before land application. 3. Begin pump -out of the lagoon when fluid I eve I reaches eleva- tion 52.3 as marked by permanent markers. Strap pump -out when the fluid level reaches elevation 50.0 or before fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria) . 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum app I i ca.t i on rate is 0.4. inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fert i l i zed as needed to maintain a vigorous stand. 6. Repair" any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. S. The Clean Water Act of 19T7 prohibits the discharge of pollutants into waters of the United States. TO Department of Environment, Health, and Natural Resources, Division of Environ- men.tal Management, has the responsibility for enforcing this law. FD. Volume of 25 year - 24 hour- storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 15625.0 cubic feet TOTAL. REQUIRED TEMPORARY STORAGE 5A. 19048 cubic feet; 58. 0 cubic feet 5C. 14583 cubic feet 5D. 15625. cubic feet TOTAL. 49256 cubic feet 6. SUMMARY � Total required volume I TZ56 cubic feet Total design volume avail. 124140 cubit feet Min. req. treatmeit volume plus sludge accumulation 78u000 cubic feet At elev. 50.0 feet 's Volume is T8211 cubic feet (end pumping) 5 Total design volume less 25yr-'L4hr storm is 118515 cubic feet At elev. 52.3 feet F Volume is 119708 cubic feet (start pumping) Seasonal high water table elevation 47.0 feet 7. DESIGNED BY: %j.��y �,, pgGr- APPROVED BY: DATE: g�s14 DATE : NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 7 5 . TEMPORARY STORAGE RE,,- U I RE:D DRAINAGE AREA La3oon (top of dike) Lengthy Inl's dth µ �=00 . Ca 1. c . 1_a 5t;a00 . 0 square feet Bu i I d i rigs ( roof and I tint water) Length * Width = 0.C1 s-a.C) 0.0 square feet TOTAL DA 25000.0 square feet Design temporary storage period to be 1.-.t:a days„ r ESA. V6 1 urne c,f waste pr1:1dur-ed Approximate da i I y pri_nduc t i on of manure in CF/LI:' SSLW 0.00136 Vo I urne = 78000 Lbs. SSLW * CF of Waste/Lb./Day * 1=0 days Vo I ume = 19048 cubic feet 51B. V-; I urne of washy water Th i s i s the amount of fresh water used f nr wash i ng f I oars vo I ume of fresh water used for a flush system. Flush systems that recirculate the Iao,--ion water- are accounted for in 5A. vo I ume = 0.0 gallons/day * 1::-:0 days storage/7.4::,, ga I I ons Volume = 0.0 cubic feet 5C. V>> I urne of r-a i rifa I I in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. ISO days excess rainfall - 7.0 inches Volume = 7.0 in of DA / 12 inches per foot Volume = 14583.3 cubic feat M W�M ON mm r P1 : U 150 L m ICI 1_1 F' I Operator: pit, ens 2 C:Our,ty:==== ___._._ _____--.-.----__.__•-_-__-____ : duF E i r, Date. 4 D i st.to. nearest residence (other- than owner): j•tlf,1�) 5 ,rows (farrow to f i n's sh) 6 sows(farr-_,w tofeeder-):- ------------ --- f Head (f i n i sh i ng only)- C; sows ifarw to wP7.n):_____________-------_ :=f head (wear, tc- feeder) : ____ ____ _====-=-T== _ :- 2.'6,00 10 Storage vo I ume - „r_ s I udge accu.m. (cu. ft.) 11. Ins i de top, I ength:-- .____._____. W==W.=-==.=_ __-- irS0.,0 12 Ir,s i de top, wi V5C).C) :I.:-: T,-,P cc f d i I<:e at e 1 e v a t i c,n : ---------------- __ fCs. tr 14 Fr-eeI.a.rd:-----_-____._-_____._.__.__-_=w=====_ ,_,t_) 15 Side 16. 25 Year - ,14 I-Iaur Ra i r,fa 1 E W _._-_-_-____ ___-•- •--. 7.5 1.7 8cctturri ijf I agr,ccn e I evat i i:,n. 18. Total required 126.01.8 Total design vu I urne ava i I 13044tr .27'0 Des i ;fir, end pumri i rig e I ev.:--.•--_== M.= M=� w=_ =_ _- :=0-J u I -,.;1 U4:20 F'IYI 14- jg G 0 F Q R TO PRINT ALT-F' ALT-O Tit CLEAR A,LT-C SEEDING SPECS. ALT-S r IA!ASTE READY State of North Carolina Department of Environs and Natural Resources JUL 13 2001 Michael F. Easley, Governor_ `—',—L° William G. Ross Jr., Secretary- -- Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Jean Stephens Hillsdale Farm I&II 1676 Bowdens Rd Warsaw NC 28398 Dear Jean Stephens: July 2, 2001 1 � • CDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Notification for Wettable Acre Determination Animal Waste Management System Hillsdale Farm I&II Facility Number 31-299 Duplin County A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only the acres that are wetted can be credited in the waste management plan as receiving waste application. Any acreage within the plan that can not be reached by waste application equipment can not be used as part of your plan. An evaluation by Dean Hunkele on 6/29/99 was made to review the actual number of acres at your facility that receive animal waste during land application. The evaluation of your facility has yielded one of the following two results as indicated by the box marked with an "Y'. Category 1: The evaluation of your facility could not be completed due to a lack of information. Please contact your Technical Specialist to assist in providing Dean Hunkele the -necessary information to potentially exempt your facility from undergoing a complete wettable acre determination. Please submit this information to Dean Hunkele, at 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you have any questions please contact Dean Hunkele at (910) 395-3900. If within 90 days you are unable to provide Dean Hunkele with the information you are automatically required to complete a Wettable Acre Determination as described by Category 2 below, within 180 days of receipt of this letter. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 'Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper Notification for Wettable Acre Determination Animal Waste Management System Page 2 Category 2: ❑ Your facility has been identified by the Department of Environment and Natural Resources as a facility that may have overestimated the number of acres actually receiving animal waste. Therefore, some or all of your fields may be exceeding the allowable loading rates set in your Certified Animal Waste Management Plan. In order to resolve this issue, please contact a designated Technical Specialist to have him or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must be one that has been approved by the Soil and Water Conservation Commission to conduct Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension Service, the Soil and Water Conservation Districts, the Natural Resources Conservation Service, and the Division of Soil and Water Conservation have received this special designation. You may also contact a private Technical Specialist who has received this designation, or a Professional Engineer. All needed modifications to your Animal Waste Management -System must be made and the Wettable Acres Determination Certification must be returned to DWQ within the next 180 days. If the needed modifications are not made and if the form is not returned within the required time, DWQ will be forced to take appropriate enforcement actions to bring this facility into compliance. These actions may include civil penalty assessments, permit revocation, and/or injunctive relief. Once a Wettable Acre Determination has been completed, a copy of the attached Wettable Acre Determination'Certification must be submitted to the address listed on the form. Please note that both the owner and the Technical Specialist must sign the certification. A copy of all the Wettable Acre Determination documentation that applies to your Waste Utilization Plan must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will review all documentation during their annual visit of your facility. An additional copy must by kept on file at the local Soil & Water Conservation District Office. Please note that if you install or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer must also sign the Wettable Acre Determination Certification. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our Central Office staff at (919) 733-5083 ext. 571. Sincerely, Kerr T. Stevens cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File Murphy Family Farms State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governer Bill Holman, Secretary Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Jean Stephens Hillsdale Farm I&II 1676 Bowdens Rd Warsaw NC 28398 Farm Number: 31 - 299 Dear .lean Stephens: MAR 17 2000 March 15, 2000 4 • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES You are hereby notified that Hillsdale Farm I&II, in accordance with G.S. 143-215,10C, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit 1617Mail Service Center Raleigh, NC 27699-1617 If you have any questions concerning this letter, please call J R Joshi at (919)733-5083 extension 363 or Dean Hunkele with the Wilmington Regional Office at (910) 395-3900. Sincerely, for Kerr T. Stevens cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past -consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality 4 James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Jean Stephens Hillsdale Farm I&H 1676 Bowdens Rd Warsaw NC 28398 Dear Jean Stephens: NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES December 30, 1999 Subject: Fertilizer Application Recordkeeping Animal Waste Management System Facility Number 31-299 Duplin County This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN) application on fields that are part of your Certified Animal Waste Management Plan. In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers. Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to be kept on the appropriate recordkeeping forms (i.e. IRR1, 1RR2, DRY1, DRY2, DRY3, SLUR], SLUR2, SLDI, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ) compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an appropriate enforcement action. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the DWQ staff at (919) 733-5083 ext. 571. Sincerely r Kerr T. Stevens, Director Division of Water Quality cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper Vk,,,5 = 0& 3 Revised April 20, 1999 JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION Facility Numb r Operation is flagged for a wettable Farm Name: acre determination due to failure of On -Site Representative: Part // eligibility item(s) F1 F2 F3 F4 Inspector/Reviewer's Nam e: R Date of site visit: � c Operation not required to secure WA determination at this time'based on exemption El E2 E3 E4 Date of most recent WUP: LW K'8 Operation pended for wettable acre determination based on P1 P2 P3 . Annual farm PAN deficit: 3CS-6 pounds Irrigation System(s) - circle # 1�I. mard-hose traveler, 2. center -pivot system; 3. Iinear-move system; 4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system .w/portable pipe; 6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe PART 1. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.) El Adequate irrigation design, including map depicting wettable acres, is complete and signed by an I or PE. E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map depicting wettable acres, is complete and signed by an I or PE. E3 Adequate D, irrigation operating parameter sheet, including map depicting wettable acres, is complete and signed by a WUP. E4 75% rule exemption as verified in Part Ill. (NOTE:75 % exemption cannot be applied to farms that fail the eligibility checklist in Part 11. Complete eligibility checklist, Part 11- FZ F2 F3, before completing computational .table in .Part 111). PART 11. 75% Rule.Eligibility Checklist and. Documentation of WA Determination Requirements. WA Determination.required.because-operation fails -.one of.the.eligibility - requirements listed -below: _ F1 Lack .ofmcreage:which Tesultedin:Dver�pplicationmfwastewater(PAN) on:spray. field (s):accordingio:farm'sJasttwo-years mfirrigation�ecord s.Y: F2 Unclear, -illegible, -or lack of information/map. F3 Obvious -field-limitations -(numerous:ditches;failureio:d eductTequired_.... bufferlsetback:acreage;-or25%-_ofIota I:acreageddentifeddn CAWMP"inciudes -. small,-irregulady-shaped -fields =:.fields -less #han75 ;acres -fortravelers-or.] 2 acres for. -stationary sprinklers) . F4 WA determination required because CAWMP credits field(s)'s acreage'in excess of 75% of the respective field's total acreage as noted in table in Part 111. Revised April 20, 1999 Facility Number Part III. Field by Field Determination of 75% Exemption Rule for WA Determination TRACT NUMBER - FIELD NUMBEW-2 TYPE OF IRRIGATION SYSTEM TOTAL ACRES CAWMP ACRES FIELD % COMMENTS3 C I f f f I I f f - I f I f f I I I f i FIELD NUMBER' - hydrant, pull, zone, or:point numbers may be used in place of field numbers depending on CAWMP and type of irrigation system. If pulls, etc. cross -more -than one field,. ins pectorfreviewer will have to combine fields to calculate 75% field by field determination for exemption; -otherwise operation will be subject to WA determination. FIELD NUMBER' -must be clearly delineated on rriap.7 COMMENTS' -back-up fields with CAWMP acreage:exceeding75% of its total:acres and having received less than 50% of its annual PAN as documented in the farm's -previous -two years' (1997 & 1998) of irrigationYecords, cannot serve -as -the .sole basis -for requiring a WA Determina#ion::Back-upfields-must -be noted in the -commenrsection-and musthe accessible by irrigation -system. Part IV. Pending WA Determinations - P1 Plan Jacks :following -information: P2 Plan -revision -may:sa#isfy ..5% rule based on adequate overall PAN deficit and by adjusting all field -acreage --to below 75% use rate P3 Other (ielin process of installing new irrigation system): 3l _211 FCBRkC�.R� 2lo1 057 f /t �e- dT M0RTH &2o1-i,,6? -Depar4mcnlf of Ei,�v�Rd�iT P/M IV41"94 L 9e--2o(4rce-5 RECEIVED FEB 2 T 1998 BY: SuB�e�+ Noiiee 4f b,f)ere,1CJ Ni !l51>4tG rRI?m Z E IT FAe-1,4if� HumbeR 31-29zy �LcPL.tN CouN�'V QN�keryle-Al rN Yesponse 4-a oap. �K�p<c+"or4 OF /m y o a I=eaRUA4� I21 194$,a_rtA i-ke aIVpeay- Qne_e, of m& 0Ve-9 appCy by q 'fie- ra'�e o-F A-1'�ro�eN VWrivu5 �ield5l f hA►+e. CaMIjejej --11 46 Cq4 56 l �+ �,e1R ke 2 ! s r I Gf d f-rc e✓ a n f -ke� M e. -1�q IYi y wr ren17F G14Sle /hAil/�9, femi ill pL AN /,s obsoi-e'Fe_ . M� pLAIV hAs bexw rep i se-d anal 44 e A/r oOM/ of ivl.ftzoy e h/ Flp��ie fn e-,i,:�k T'i<1d hRs been/ iA,eYer4-5ec� —RINNK �oLC .�OR CAi�1nl� ry�� Aff&— /4-ican/ I6 4A,5 mrror !,V Lc)cAL 504, k WAfe2 D+ :�,4R f j Pog icy LJorK 'faY m tRR/Yf f kA-S 6zcA/ G'vlz�e�fe� and .I Wd +? r-. P)'Opck p,4pe2S +- All .�iV 4e- � LJ u Y ev 1 T',,i l l) 07,14 fl e e Ve �4 e iPf o 2 f AWD ffA�uRf4 L. &svLcq c e s /-e,aRu-fia, ao` /99F p41 C-. z �D Yevl e-tj My I(JIVA le- /{ylAn�R1�e�tcNf foR PY6pe-2 L. OaA�,Vj . .T'- �{ o v- i A v e, A N�l T Lc 2 �h c �. �U i'� f i O n/1 P Se 0 Nod 6 6 i 5 ,1ra l`e. 'to C1,911 Mc, �rN� .}) rein/ �iep�+e�l5 Ni (I sin le- Pnszot Cc-: GlAtz4 1 o rAR�as State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Division of Water Quality February 16, 1998 C� - ' l# Z 312 650 261 Return Recei"p-augsted Jean Stephens Hillsdale Farm I & Il 1676 Bowdens Road Warsaw, NC 28398 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 4 of Subject: NOTICE OF DEFICIENCY Hillsdale Farm I & H Facility Number: ' 31-299 Duplin County Dear Ms. Stephens: On February 12, 1998, staff from the Wilmington Regional Office of the Division of Water Quality inspected your animal operation and the Iagoons serving this operation. At the time of inspection, your records indicated that 36.5 pounds of nitrogen had been over applied to wheat on Field #lB. These records also indicated that 12.3 pounds of nitrogen had been over applied to bermuda and 2.8 pounds had been over applied to small grain on Field #1 C. Care should be taken with record keeping to ensure that these problems do not occur in the future. We suggest that you contact your service company, local NRCS office, or Soil and Water District office for any assistance they may be able to provide to correct this situation. To remain a deemed permitted facility, all corrective actions must be made within seven (7) days of the receipt of this notice. Failure to do so may result in the facility losing its deemed permitted status, requiring it to obtain an individual non discharge permit. Please be aware it is a violation of North Carolina General Statutes to discharge waste water to the surface waters of the State without a permit. The Division of Water Quality has the authority to levy a civil penalty of not more than $10,000 per day per violation. Jean Stephens February 16, 1998 Page 2 When the corrective actions are complete, you must notify this office in writing. If you have any questions concerning this matter, please call Andy Helminger, Dave Holsinger, or Brian Wrenn at 910-395-3900. Sincerely, Andrew G. Helminger Environmental Specialist cc: Harold Jones, Duplin County Soil and Water Conservation Sandra Weitzel, NC Division of Soil and Water Conservation Garth Boyd, Murphy Family Farms Operations Branch Wilmington Files S.1 WQSANDYA;31-299. DEF State of North Carolina JW Department of Environment, Health and Natural Resources • Division of Water Quality A;J a James B. Hunt, Jr„ Governor Jonathan B. Howes, Secretary EDF-=HNF;Z A. Preston Howard, Jr., RE., Director April 3, 1997 Jean Stephens Hillsdale Farm I&II 1676 Bowdens Rd Warsaw NC 28398 SUBJECT: Notice of Violation Designation of Operator in Charge Hillsdale Farml&II _. Facility Number 31--299 Duplin County Dear Mr. Stephens: You were notified by letter dated November 12, 1996, that you were required to designate a certified animal waste management system operator as Operator in Charge for the subject facility by January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your facility. Our records indicate that this completed Form has not yet been returned to our office. For your convenience we are sending you another Operator in Charge Designation Form for your facility. Please return this completed Form to this office as soon as possible but in no case later than April 25, 1997. This office maintains a list of certified operators in your area if you need assistance in locating a certified operator. Please note that failure to designate an Operator in Charge of your animal waste management system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an appropriately certified operator is designated. Please be advised that nothing in this letter should be taken as absolving you of the responsibility and liability for any past or future violations for your failure to designate an appropriate Operator in Charge by January 1, 1997., If you have questions concerning this. matter, please contact our Technical Assistance and Certification Group at (919)733-0026. Sincerely, for Steve W. Tedder, Chief Water Quality Section bb/awdesletl cc: Wilmington Regional Office Facility File Enclosure P.O. Box-29535, N�,�� FAX 919-733-2496 Ro[eigh, North Carolina 27626-0535 �� An Equal FAX Action Employer Telephone 919-733-7015 50% recycles/10°% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources James B. Hunt, Jr., Governor Jonathan B.' Howes, Secretary November 13, 1996 Jean Stephens Hillsdale Farm I&II 1676 Bowdens Rd Warsaw NC 28398 SUBJECT: Operator In Charge Designation Facility: Hillsdale Farm I&II Facility ID#: 31-299 Duplin County Dear Ms. Stephens: Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly, requires a certified operator for each animal waste management system that serves 250 or more swine by January 1, 1997. The owner of each animal waste management system must submit a designation form to the Technical Assistance and Certification Group which designates an Operator in Charge and is countersigned by the certified operator. The enclosed form'must be submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a certified operator for your animal waste management system is a violation of 15A NCAC 2H .0224 and may result in the assessment of a civil penalty. If you have questions concerning operator training or examinations for certification, please contact your local North Carolina Cooperative Extension Service agent or our office. Examinations have been offered on an on -going basis in many counties throughout the state for the past several months and will continue to be offered through December 31, 1996. Thank you for your cooperation. If you have any questions concerning this requirement please call Beth Buffington or Barry Huneycutt of our staff at 919/733-0026. Sincerely, A. Preston Howard, Jr., rector Division of Water Quality Enclosure cc: Wilmington Regional Office Water Quality Files - P.O. Box 27687, �i�� Raleigh, North Carolina 2761 1-7687 ��C An Equal Opportunity/Affirmative Action Employer Voice 919-715-4100 50% recycled/10% post -consumer paper 17 REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATION Department of Environment, Health and Natural Res .urces •,cL3 1s Division of Environmental Management- ^.�r Water Quality Section If the animal waste management system for your fee is designed to serve more than or equal to 100 heaGG� horses, 250 swine, 1,000 sheep, or 30,000 birds th'' by a liquid waste system, then this form must be f mailed by December 31, 1993 pursuant to 15A NCAC 2 order to be deemed permitted by DEM. Please print -� Farm Name: Hillsdale Farm = A -rr- Route 2 Box 347 Warsaw, NC 28398 Duplin County Owner(s) Name: Manager(s) Nam Lessee Name: 919-293-7659(H)/293-4792(F) Farm Location (Be as specific as possi)-,'-• —Aa nAnpg. Take US 117 N to Warsaw; at stop light, directi n, milepost, etc.) :` `'-)Oeturn Rt. onto NC 24 E to edge of town where NC 24 and NC 50 merge; take SR 1300 (Ward's Bridge Rd) E towards C.M. Outlaw's Store; At Outlaw's Store turn Lt. onto SR 1301; go 1.8 miles; entrance to farm complex on Rt. next to house. (TT=25 min.; TD=19 miles) Latitude/Longitude if known: QBSP # 15-144-20-06 Design capacity of animal wa�te management system ( type of confine1l d animal ( Ott))o;c�1r+5 CIO IhT -o i n -ra o . 11p hl T,, n �. „ � ! l' �►, 7 G„ Average animal population on the farm (Number and type of animal(s) raised ,j _Rs_ R6euc oe pa<<fs Io16s fs 5c Year Production Began : / z -9�ASCS Tract //N��o .: g 93 Type of Waste Management System Used:r��,',✓s I�u�✓ Acres Available for Land Application of Waste: 5e_'I�n-zf S _ Owner(s) Signature(s): Date: 4 Date: (Carl Avery Serviceman) + State of North Carolina Department of Environment, Health o d Nat urol- ResOVrces j -9 a Division of Environmental Management _ James B. Hunt, Jr., Governor ®� Jonathan B. Howes, Secretary A. Preston Howard, Jr., RE., Director March 23, 1994 Jean Stephens Rt2Box 347 Warsaw NC 23398 Dear Mr. Stephens: This is to inform you that your completed registration form required by the recently modified nondischarge rule has been received by the Division of Environmental Management (DEM), Water Quality Section. On December 10, 1992 the Environmental Management Commission adopted a water quality rule which governs animal waste management systems. The goal of the rule_ is for animal operations to be managed such that animal waste is not discharged to surface waters of the state. The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for being deemed permitted. We would like to remind you that existing feedlots which meet the size thresholds listed in the rule, and any new or expanded feedlots constructed between February 1, 1993 and December 31, 1993 must submit a signed certification form (copy enclosed) to DEM by December 31, 1997. New or expanded feedlots constructed after December 31, 1993 must obtain signed certification before animals are stocked on the farm. Certification of an approved animal waste management plan can be obtained after the Soil and Water Conservation Commission adopts rules later this year.' We appreciate you providing us with this information. If you have any question about the new nondischarge rule, please contact David Harding at (919) 733-5083, Sincerely, Steve Tedder, Chief enc: Water Quality Section P.O. Box 29535, Raleigh. North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper