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HomeMy WebLinkAbout310338_HISTORICAL_20171231NORTH CAROLINA .� Department of Environmental Qua A Nutrient Management Plan For Animal Waste Utilization 11-16-201-5 This plan has been prepared for: Brian Kennedy Farrar#2_31338 Brian J. Kennedy 138 Baker Rd Pink Hill, NC 28572 910-298-8384 This plan has been developed by: Billy W Houslon Duplin Soil & Water Conservation 165 Agriculture Dr Suite B 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 the 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) 1- 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. 1 Plan Approved By: Technical Specialist Signature Date -----------------------------------------------------------------------------------------------------------------------------•-•------...---...---•--........... 674361 Database Version 4.1 Date Printed: 11-16-2015 Cover Page i Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/ycar by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 4090 Incorporated 4909 Injected 4909 Irrigated 4090 Max. Avail. PAN (lbs)' Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year l 4,090 4962 -872 5,269,464 -3,000,168 Year 4,090 5197 -1,107 5,097,460 -2,828,164 -- -- ----- •-------------- --- ----- --- -- - ......._. Note: In source I D, S means standard source, U means user de.6_.ncd.s.ource. • Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 674361 Database Version 4.1 Date Printed: I 1-16-2015 Source Page l of I Narrative Mr. Kennedy has a pumping rights easment on Tract 71692 owned by Mr. Milton Houston. Revised WUP to reflect removal of pulls l thru 5. •--------• -----•---------------------------------------------------------------------------------------------------------------•-•---.....------ • •-------- 674361 Database Version 4.1 Date Printed: 11-16-2015 Narrative 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 foreach crop in the plan. In addition, the Leaching Index for each field is shown, where available. Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index(U) Soil Series Crop Sequence RYE 71692 P11 2.58 2.58 NIA Blanton Small Grain Overseed L0 Tons Hybrid Bermudagrass Hay 4.5 Tons 71692 P1 S 2.72 2.72 NIA Blanton Wheat, Grain 35 bu. Sorghum. Grain 25 CNVT Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 P16 1.56 1.56 NIA Blanton Nbeat. Grain 35 bu. Sorghum, Grain 25 C%VT Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 P17 2.28 2.28 NIA Blanton Conk Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Full Season 25 hu- 71692 P18 L96 1.96 NIA Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Full Season 25 bu. 73873 Pl0 2AS 2.48 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bernrudsgrass Pasture 4.5 Tons 73873 P12 2.40 2.40 NIA Blanton Small Grain Oversecd 1.0 Tans Hybrid Bermudagrass Pasture 4.5 Tons 73873 P13 2.52 2.52 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bamudegrass Pasture 4.5 Tons 73873 P14 2-0s 2.05 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Hermudagrass Pasture 4.5 Tons 73873 P6 3.04 3.04 NIA Leon Small Grain Overseed 1.0 Tans Hybrid Bermudagrass Pasture 3.0 Tons 73873 P7 3.12 3.12 NIA Leon Small Grain Overseed 1.0 Tans Hybrid Bermudagrass Pasture 3.0 Tons 73873 P8 1.82 1.92 NIA Leon iSmall Grain Ovarsecd 1.0 Tons Hybrid Barnudagrass Pasture 3.0 Tons PLAN TOTALS: 28-53 29.53 674361 Database Version 4.1 Date Printed 11/16/2015 PCS Page 1 of 2 NOTE: Symbol * means user entered data. L! Potential Leaching Technical Guidance 2 Low potential to contribute to soluble None nutrient leaching below the root zone. >= 2 & Moderate potential to contribute to Nutrient Management (590) should be planned. 10 soluble nutrient teaching below the root e. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve nutrient leaching below the root zone, the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (779), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 674361 Database Version 4.1 Date Printed I ll16/2015 PCS Page 2 of 2 NOTE: Symbol * means user entered data. 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 ofthe crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure 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 ID Soil Series TOW Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Reqd OWA) Cantu Fen. Nutrient Applied Obs/A) Res. Obs/A) Applic. MOW Manure PA Nutrient Applied OWA) Liquid ManurcA pplied (acre) Solid Man= Applied (am) Liquid Manure Applied (Field) Solid i Manua: Applied (Field) N N N N 100D &WA Tons 1000 gals tons 71692 Pl 1 S7 Blanton 2.58 2.58 Small Crain Ovcrsced 1.0 Tons 1011 3/31 50 0 0 Irrig. 50 19.97 0.00 51.53 0.00 71692 Pl 1 S7 Blanton 2.58 2.58 Hybrid Bermudaym Hay 4.5 Tons •311-10/31 0225 0 0 lnrig. 225 124.93 0.00 322.05 0.00 71692 PIS S7 Blanton 2.72 2.72 Wheat, Grain 35 bm 9/1-4/30 78 0 0 brig. 32 17.49 0. DO 47.53 0.00 71692 PIS S7 Blanton 2.72 2.72 Sorghum, Grain 25 CWT 3)15-101 47 0 0 Irrig. 47 26.08 0,00 70.92 0.00 71692 PIS S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/1-4/30 78 0 -15 brig. 32 17.48 0.00 47.53 0.00 71692 P16 S7 Blanton 1.56 1.56 WhcaL Grain 35 bu. 911-4130 78 0 0 Irrig. 32 17.48 0,00 27.26 0.0 71692 P16 S7 Blanton 1.56 1.56 Sorghum, Grain 25 CWT 3/13451 47 0 0 brig. 47 26.08 0.00 40.68 0,00 71692 P16 S7 Blanton 1.56 1.56 Wheat, Grain 35 bu. 9/1-4/30 78 0 115 Irrig. 3 17.48 0.00 27.26 D.00 71692 P17 S7 Blanton 2,28 2.78 Corn. Grain 60 bu. 2/I5-650 *75 0 *15 Irris. 60 33,29 0.00 75.89 0.00 71692 P17 S7 Blanton 2.28 2.28 Wheat. Grain 35 bu. 9/1.4/30 78 1 0 0 Irrig. 39 21.64 0.00 49.33 0.00 71 M P18 S7 Blanton 1.96 1.96 Co., Grain 60 bm 2/15.6/30 •75 0 015 Irrig. 60 33.29 0.00 65.24 0.0 71692 P18 S7 Blanton 1.96 1.96 Wheat, Grain 35 bu. 1 911-4/30 76 0 0 1 Irrig, 39 21,64 0.00 42.41 0.0 73873 PIO S7 Blanton 2.48 2.48 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig, 50 19.97 0.00 49.53 0.00 73873 PIO S7 Blanton 2.48 2.48 Hybrid Bermudepxass Pasture 4.5 Tons 03/1-10/31 •169 0 0 brig. 169 93.76 0.00 232.52 O.DO 73873 P12 S7 Blanton 2.40 2.40 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 brig. 50 27.74 0,00 66.57 0.00 73873 P12 S7 Blanton 2.40 2.40 Hybrid BermudWass Pasture 4.5 Tons 0311-10131 *169 0 0 brig 169 43.76 0.00 225.02 0.00 674361 Database Version 4.1 Date Printed: 11/16/2015 WUT Page 1 of 4 Waste Utilization Table Venr 1 Tract Field Source ID Soil Series Total Acres Use. Acres crop - RYE Applic. Period itrogen PA Nutrient Regtl 0WA) Cantu Fen. Nutrient Applied aWA) Res. OWA) Appliia Method Manure PA Nutrient Applied (Ibs1A) liquid ManurcA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Myna Applied (Field) N N N 1\ 1000 pVA Tons 1000 gals tons 73873 P13 S7 Blanton 2.52 2.52 Small Grain Overseed l A Tons 10/t-3131 50 0 0 Irrig. 50 27.74 0.00 69.90 0.00 73873 P13 S7 Blanton 2.52 2.52 Hybrid Bermudegtass Pasture 4.3 Tons *3/1-10/31 *169 0 0 Irrig, 169 93.76 0,00 236.27 0.0 73873 P14 S7 Blanton 2.05 2.05 Small Grain Overseed 1.0 Tons 10/1-351 50 0 0 Irrig. 50 27.74 0.00 56.97 0.00 73873 P14 S7 Blanton 2.05 2.05 Hybrid Bcrmudagrass Pasture 4.5 Tons *3/1-10/31 0169 0 0 brig. 169 93.76 0.00 192.20 0.00 73873 P6 S7 Leon 3.041 3.04 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 brig. 50 27.74 0.00 84,33 0.00 73873 P6 S7 Leon 3.04 3.04 Hybrid Bamudagrass Pasture 3.0 Tons *3/1-10/31 * t 12 0 0 Irrig. 112 62.14 0,00 188.89 0.0 73873 P7 I S7 Leon 3.12 3.12 Small Grain Overseed 1.0 Tons 10/1-3/31 So 0 0 Irrig, 301 27.74 0.00 86.55 0.00 73873 P7 S7 Lem 3.12 3.12 Hybrid Bermudagrass Pasture 3.0 Tons $3/1-I0/31 *112 1 0 0 1 Irrig. 112 62.14 0.00 193.940.00 73873 P8 S7 Leon 1,82 1.82 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig 50 27.74 0.00 50.49 0.0 73873 P8 S7 Loon 1.82 1.82 Hybrid Bermudagrass Pasture 3.6 Tons 03/1-10/31:-1:12j 0 0 im-S.112 6214 0.00 I13.09 0.40 Total Applied, 1000 gallons 2.713.72 Total Produced. 1000 gallons 2269.30 Balance, 1000 gallons -444.4 Total Applied, tons '! 0.0 Total Produced, torts :;;`..''' ;:_ 0• Balance. tons 0.00 Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol + means user entered data 674361 Database Version 4.1 Date Printed: I I /I6/2015 WUT Page 2 of 4 Waste Utilization Table Year 2 Tract Field Source II) Soil Serics Total Acres Use. Aces Crop RYE Applic, Period Nitrogen PA Nutrient Regd (lbs/A) Comm Fert. Nutrient Applied (Ibs/A) Res. pbs/A) Applic. Method Manure PA Nutrient Applied (lbs/A) Liquid ManurcA pplied (flue) Solid Manure Applied (acre) Liqud Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 71692 Pl t S7 B1ardon 2.58 2.58 Small Grain Ovcmwd 1.0 Tons 10/1.3131 SO 0 0 brig. 50 19.97 0,00 51.53 0100 71692 PI 1 97 Blanton 2,58 2.58 Hybrid Bermudagrass Hay 4.5 Tons *311-10/31 *225 0 0 brig. 225 124.83 0.00 322.05 0.00 71692 PIS S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 911-4130 78 0 *15 ]trig. 32 17.48 0.00 47.53 0.00 71692 PIS S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/1.4/30 78 0 0 brig 3 17,48 0.00 47.$3 0.00 71692 PIS S7 Blanton 2,72 2.72 Soybeans, Manured. Double Crop 21 bu. 411-9/15 *74 0 0 Irrig, 7 41,05 0.00 111.67 0.00 71692 P16 S7 Blanton 1.56 1.56 Wheat, Grain 35 bu. 9114130 78 0 *15 blig. 32 17.48 0.00 27.26 0.00 71692 P16 S7 Blanton 1.56 1,56 Wheat, Grain 35 bu. 911�4/30 78 0 0 brig, 3 17.48 0.00 27.2 0.00 71692 P16 S7 Blanton 1.56 1.56 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 *74 0 0 Irrig 7 41.05 0.00 64.04 0,00 71692 P)7 S7 Blanton 2.28 2.28 Wheat, Grain 35 bu. 9/1-4/30 78 0 0 brig. 39 21.64 0.00 49.33 0.00 71692 P17 S7 Blanton 2.28 2.28 Soybeans, Manured, Full Season 2S bu. 411-9/15 *88 0 0 Irrig, 88 48.82 0.00 111.31 0.00 71692 PIS S7 Blanton 1.96 1.96 Wheat, Grain 35 bu. 9114130 78 0 0 brig, 39 21.64 0.00 42.41 0.00 71692 PIS S7 Blanton 1.96 1.96 Soybeans. Manured. Full Season 25 bu. 4/1-9115 *88 0 0 Irrig. 88 48.82 0.00 95,69 0.00 73873 PIO S7 Blanton 2.48 2.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 49.53 0.00 73873 P14 S7 Blanton 2.48 2.48 Hybrid Bermuda&= Pasture 4.5 Tons 03/1-10/31 * 169 0 0 Irrig. 169 93.76 0.00 232.52 0.00 73873 P12 S7 1131afflon 2.44) 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig501 27.74 0.001 66.57 0.00 73873 P12 S7 Blanton 2.40 2.40 Hybrid Bermudagrass Pasture 4.5 Tons 03/1-10/31 *169 0 0 Irrig. 169 93.76 0.00 225.02 0.00 73873 POS7 Blanton 2.52 2.52 Small Grain Ovm d 1.0 Tons 10/1-3131 50 0 0 Irrig, 50 27,74 0.00 69.90 0.00 73873 POS7 Blanton 2.52 2.52 Hybrid Bermudagrass Pasture 4.5 Tons $311-10/31 *169 0 0 Irrig 169 93.76 0.00 236.27 0.00 73873 P14 S7 Blanton 2.05 2.05 Small Grain Overseed 1.0 Tons 10/1-3/31 30 0 0 Irrig 50 27.74 0.00 56.87 0.00 73873 P14 S7 Blanton 2.05 2.05 Hybrid Bermudagrass Pasture 4.5 Tons -3/1-10/31 *169 0 0 brig. 1 93.76 0.00 192.20 0.00 73873 P6 S7 Lwn 3.04 3.04 Small Grain Overseed 1LOTons. 10/1-313I 50 0 0 brig. 50 27.74 0.00 94.331 0.00 73873 P6 S7 Leon 3.04 3.04 Hybrid Bermudagrass Pasture 3.0 Tons *3/I-10/31 0112 0 0 Irrig 1121 62.14 0.001 188,89 0.00 674361 Database Version 4.1 Date Printed: 11/16/2015 WiJT Page 3 of 4 Waste Utilization Table Year 2 Tract Field Some E) I Soil Series Total Acres Use. Acres Crop RYE APpbn Period Nitrogen PA Nutrent Req'd 0bs/A) Comm Fed. Nutrient Applied (lbs() Res. (lbs/A) Applic, Method Manua: PA Nutrient Applied 0bs/A) Liquid ManumA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 73873 P7 S7 [.eon 3,121 3.12 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 27.74 0.00 86.55 0.00 73873 P7 S7 Leon 3.12 3.12 Hybrid Benmudagrass Pastum 3.0 Tons •3/1-10/31 *112 0 0 Irrig. 112 62.14 0.00 193.96 0.00 73873 P8 S7 Leon 1.82 1.82 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 50.49 0.00 73873 PS 57 1.82 1.82 Hybrid Bermudagrass Pasture 3.0 Tons "3l1-10/3 E • 112 0 0 brig 11 62.14 0.00 113,091 0.00 Total Applied, 1000 gallons 1843.69 Total Produced. 1000 gallons 2.269.30 Balance, 1000 gallons -574.40 Total Applied, tons 0.0 Total Produced, tons ' 'q... �,:E:r: 0.00 p�l� AWa nm tons M 0.00 Notes: 1. 1n the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 674361 . Database Version 4.1 Date Printed. 11/16/2015 WUT Page 4 of 4 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 (inchesmour) Application Amount (inches) 71692 Pit Blanton 0.75 1.0 71692 P15 Blanton 0.75 1.0 71692 P16 Blanton 0.75 1.0 71692 P17 Blanton 0.75 1.0 71692 PIS Blanton 0.75 1.0 73873 P10 Blanton 0.75 1.0 73873 P12 Blanton 0.75 1.0 73873 P13 Blanton 0.75 LO 73873 P14 Blanton 0.75 1.0 73873 P6 Leon 0.65 1.0 73873 P7 ILeon 0.65 1.0 73873 P8 ILeon 0.65 1.0 674361 Database Version 4.1 Date Printed l 1/16/2015 JAP Page l of I NOTE: Symbol * means user entered data. The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period, These estimates are based on average nitrogen concentrations for each source, the number ofanimals 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 appl ied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application, If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Yeats Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 14-69 27.50 55.00 82.50 Hay 6 ton R.Y.E. 300 2938 13.75 27.50 41.25 Soybean 40 bu 160 15.6-1 25.78 51.56 77,34 -------------------------------------------------•----•-------------------------------------... ---- - ---------------------------------------------------------------------------- 674361 Database Version 4.1 Date Printed- I 1-16-20I5 Sludge Page I of I The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Waste Storage Canacity Source Name I Swine Feeder -Finish La oon Liquid Design Storage Ca atit (Days Start Date 9/ t I80 Plan Year Month Available Storage Capacity (Days) i 1 1 162 1 2 170 I 3 180 1 4 180 1 5 180 l 6 180 l 7 180 1 8 180 1 9 180 1 10 Mo 1 I I80 I 12 180 2 l 180 2 2 l80 2 3 180 2 4 ISO 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 l80 2 11 I80 2 12 180 * Available Storage Capacity is calculated as of the end of each month. -------------.............. I.- --------------------------- ......-.......---------------------------- ............----------------------------- ------ 674361 Database Version 4.1 Date Printed: I I-16-2013 Capacity Page I 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, helshe 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). ------------------------------------------------- ------------------------------ ...-------------------------- -...----------------------- ---- 674361 Database Version 4.1 Date Printed: 11116/200 Specification Pape I 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 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. ----------------------------------........................ .-..... ........... - - -...--------------------------------------------------------..------ 674361 Database Version 4.1 Date Printed: 11/16/2015 Specification Pape 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. ----------------------- -------------- -------- - .......... --------------------------------------------------------------------- .....--..----.-- 674361 Database Version 4.1 Date Printed: 11/16/201 S Specification Page 3 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. ---- --------------------------------------------- ------......-----.---------.--.------.---..---.............-------------------------- ........... 674361 Database Version 4.1 Date Printed: 11/1612015 Specification Page 4 Crop Notes The following crop note applies to field(s): P17, P18 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 Ibs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): PI 1 Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained, Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (I.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 lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. ---------------------- ----------------------------------- --------- ----------------------------------------.-------- - --------------------------------------------- 674361 Database Version 4.1 Date Printed: 11-16-2015 Crop Note Page 1 of 5 The following crop note applies to field(s): P6, P7, P8 Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 buslielslacre 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 fseld(s): P10, P11, P12, P13, PI Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre, and rye at 1-1 1/2 bushels/acre. Plant all these small grains at l-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. ------------------------------ ---------------------------•----•--------------------------------------------------------------.....-..--------------------------- 674361 Database Version 4,1 Date Printed: l 1-16-2015 Crop Note Page 2 of 3 The to] lowing crop note applies to field(s): P6, P7, P8 Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs l" 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 I.5' in row. For broadeast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): PI0, P12, P13, P14 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 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 bulac in 1.5' to 2' rows spaced V to 1.5' in row. For broadcasttdisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Iblac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. ----------------------------------------------------------------------------------------------------------------------I—--------------------------------- 674361 Database Version 4.1 Date Printed: 11-16-2015 Crop Note Page 3 of 5 The following crop note applies to field(s): PIS, P16, P17, PIS Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. Grain Sorghum The following crop note applies to field(s): P 15, P 16 The following crop note applies to field(s): P 17, PI Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for l 5" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable soybean production. ------------------------------------------------------------------------------------------------------------------------.-..................----------------- 674361 Database Version 4.1 Date Printed: 11-16-2015 Crop Note Page 4 of 5 The following crop note applies to fields): P1S, P16 Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 100/6 for no -till planting. Seeding depth should be l-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of wecds and insects is essential for profitable double crop soybean production. ------------------------------- - ----- - ----------------------------------------------------------� ------------------------------------------------------- 674361 Database Version 4.1 Date Printed: 1146-2015 Crop Note Page 5 of 5 . V oeec - Altljo pv- 6- - Id C.-I Nutrient Management Plan For Animal Waste Utilization 02-22=2010 h This plan has been prepared.for: Thin plan has been developed by: Brun Kennedy Jo nny I.an�er Brian Kennedv Hygro Inc. 138 Baker Rd 441 Cabin Street Pink Hill, NC 28572 /� Pink Hill, NC 28572 910-298-8384 \ ! 910-298-5426� I f3eveloper 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 7. -established in this nutrient management plan which includes an animal waste utilization plan for tht farm named above. I have read and understand the Required Specifications concerning animal x waste management that are included with this plan. 1 --�� Signature (owner) Date Y "L4 VV-I J, A o } 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: G n�v 20)v Technical Specialist Signature Date 578616 Database Version 3.1 Date Printed: 02-22-2010 Cover Page 1 Narrative Mr Kennedy has pumping easments for Tracts 7541 owned by Mr Johnny Futral and Tract 71692 owned by Mr Milton Houston 578616 Database Version 3.1 Date Printed: 02-22-2010 Narrative Page Page 1 of 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5227 Incorporated 8976 Injected 9885 Irrigated 5681 Max. Avail. PAN (lbs) Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 5,681 8471 -2,790 3,383,477 -1,114,181 Year 2 5,681 8387 -2,706 3,350,045 -1,080,749 Note: In source ID. 5 means standard source_ U means user defined source. * Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 578616 Database Version 3.1 Date Printed: 02-22-2010 Source Page Page I 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 Sunlinary Tract Field Total Acres Useabie Acres Leaching index (U) Soil Series Crop Sequence RYE 4939 10 2.48 2.48 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 12 2.40 2.40 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 14 2.05 2.05 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 18 2.52 2.52 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 6 3.04 3,04 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 7 3,12 3.12 NIA Tomahawk Small Grain Overseed l_0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 8 1.82 1.82 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 71692 11 2.58 2.58 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 71692 13 2.72 2.72 NIA Blanton Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. Com, Grain 60 bu. 71692 15 1.56 1.56 NIA Blanton Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. Corn, Grain 60 bu. 71692 16 2.28 2.28 NIA Foresfon Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Cote, Grain 120 bu. 71692 1 17 1.945, 1.96 NIA Foreston Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Corn, Grain 120 bu. 7541 1 2.49 2.49 NIA 1FOreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 7541 2 1 1.611 1.61 NIA Foreston Small Grain Overseed 1.0 Tons 578616 Database Version 3, t Date Printed 2/22/2010 PCS Page Page I of 2 NOTE: Symbol s means user entered data. Planned Crops Stunman- Tract Field Total Acr-es Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE Hybrid Bermudagrass Pasture 6.0 Tons 7541 3 1.24 1.24 NIA jForestm Sane)] Grain Overseed 1.0 Toas Hybrid Bermudagtass Pasture 6.0 Tons 7541 4 1.14 1.14 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 7541 5 1 3.13 3.13 N/A 1 Foreston Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Corn. Grain 120 bu. PLAN TOTALS: 38.14 38.14 Id Potential Leaching Technical Guidance Low potential to contribute to soluble None < 2 nutrient leaching below the root zone. >= 2 & Moderate potential to contribute to soluble Nutrient Management (590) should be plamted- nutrient leaching below the root zone. <= 10 High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. Examples > 10 are Cover Crops (340) to scarengenuuienis, Sod -Based Rotations (328), Long -Term No -Till (773), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 5786I6 Database Version 3.1 Date Printed 2/22/2010 PCS Page Page 2 of 2 NOTE: Symbol ' means user entered data. 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 d 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 nut 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 o: 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 t utilization of the manure generated by the operation. Waste Utilization Table War 1 Tract Field Source M Soil Series Total Acres Use. Acres Crop RYE Applic, Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (Ibs/A) Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manun Applier (Field) N N N N 1000 gaVA Tons 1000 gals tons 4939 10 S7 Tomahawk 2.48 2.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19,97 0.00 49.53 0, 4939 10 S7 Tomahawk 2.48 2.48 Hybrid Bermudagrass Pasture 5.0 Tons *311.10/31 *188 0 0 Irrig. 188 75,10 0.00 186.24 0. 4939 12 S7 Tomahawk 2.40 2.40 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 47.93 0. 4939 12 S7 'Tomahawk 2.40 2.40 Hybrid Bennuda grass Pasture 5.0 Tons *311-10131 $188 0 0 Irrip, 188 75.10 0.00 180,23 0. 4939 14 S7 Tomahawk 2.05 2.05 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 brig. 50 19.97 0.00 40.94 0. 4939 14 S7 Tomahawk 2.05 2.05 Hybrid Bermudagrass Pasture 5.0 Tons *311.10/31 *188 0 0 Irrig, 188 75.10 0.00 153.95 0. 4939 18 S7 Tomahawk 2.52 2.52 Small Grain Overseed 1.0 Tons 10/ 13131 50 0 0 Irrig. 50 19.97 0.00 50.33 0, 4939 18 S7 Tomahawk 2.52 2.52 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10131 $188 0 0 Irrig. 189 75.10 0.00 189.24 0. 4939 6 S7 'Tomahawk 3.04 3.04 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 60,72 0. 4939 6 S7 Tomahawk 3.04 3.04 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 brig. 188 75.10 0.00 228.29 0. 4939 7 S7 Tomahawk 3.12 3.12 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 62,31 0. 4939 7 S7 Tomahawk 3.12 3.12 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0.00 234,30 0, 4939 8 S7 Tomahawk 1.82 1.82 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 36.35 0. 4939 8 S7 Tomahawk 1.82 1.82 Hybrid Bermudagrass Pasture S.0 Tons *3/1-10131 *188 0 0 Irrig. 188 75.10 0.00 136,67 0. 71692 11 S7 'Tomahawk 2.58 2.58 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 51,53 0. 71692 11 S7 Tomahawk 2.58 2.58 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 brig. 188 75.10 0.00 193.75 0. 578616 Database Version 3.1 Date Printed: 2/22/2010 WUT Page Page 1 of 5 Waste Utilization Table vP9r, Tract Field Source 11) Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lb9A) Comm. Fort. Nutrient Applied (Ibs)A) Res. (Ibs/A) Applies Method Manure PA NUIrienIA pplied (INN) Liquid ManuroA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manurt Appliec (Field) N N N N 1000 gal/A Tons 1000 gala tons 71692 13 S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9l1-4/30 78 0 0 Itrip, 39 15.58 0.00 42.37 0. 71692 13 S7 Blanton 2.72 2.72 Soybeans, Manured, Double Crop 21 bu. 411-9/15 83 0 0 Irrig. 83 33.15 0.00 90,18 0. 7165)2 15 S7 Blanton 1.56 1.56 Wheat, Grain 35 bu. 911-4130 78 0 0 Irrig. 39 15.58 0,00 24.30 0. 71692 15 S7 Blanton 1,56 1.56 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irrig. 83 33.15 0.00 51.72 0. 71692 16 S7 Foreston 2.28 2.28 Wheat, Grain 55 bu. 9/14/30 115 0 0 Irrip, 58 22.9 0.00 52.37 0. 71692 16 S7 Foreston 2.28 2.28 Soybeans, Manured, Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 QOQ 121.13 0. 71692 17 S7 Foreston 1.96 1.96 Wheat, Grain 55 bu. 9114/30 115 0 0 Irrig. 58 22.97 0.00 45,02 0. 71692 17 S7 Foreston 1.96 1.96 Soybeans, Manured, Double Crop 34 bu. 411-9115 133 0 0 Irrig. 133 53.13 0.00 104.13 0. 7541 1 S7 Foreston 2.49 2.49 Small Grain Overseed 1.0 'rons 1011-3131 50 0 0 Irrig. 50 19.97 0.00 49.73 0. 7541 1 S7 Foreston 2.49 2,49 Hybrid Bermudagrass Pasture 6.0 Tons •311-10131 *225 0 0 Irrig. 225 89,87 0.00 223.79 0. 7541 2 S7 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0,00 32.16 0. 7541 2 S7 Foreston 1,61 1.61 Hybrid Bermudagrass Pasture 6.0 Tons 03/1-10l31 •225 0 0 Irrig. 225 89.87 0,00 144.70 0. 7541 3 S7 Foreslon 1.24 1.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 Q 0 Irrig. 50 19.97 0,00 24,77 0. 7541 3 S7 Foreston 1.24 1.24 Hybrid Bermudagrass Pasture 6.0 Tons •311-10131 "225 0 0 Irrig. 225 89.87 0.00 111.44 0. 7541 4 S7 Foreston 1,14 1,14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19,97 0.00 22,77 0. 7541 4 S7 Foreston 1,14 1, 14 Hybrid Bermudagrass Pasture 6.0 Tons "3/1-10131 '225 0 0 Irrig. 225 89.87 0,00 102.46 0. 7541 5 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0,00 71.89 0. 7541 5 S7 Foreston 3.13 3,13 Soybeans, Manured, Double Crop 34 bu. 411-9/15 133 0 0 Irrig. 133 53.13 0.00 166.28 0. 578616 Database Version 3.1 Date Printed: 2/22/20I0 WUT Page Page 2 of 5 Waste Utilization Table Year 1 Nitrogen Comm. Res. Manure Liquid Solid Liquid solid PA Fert. (Ibs/A) PA ManureA Manure Manure Manua Nutrienl Nutrient NuuientA pplied Applied Applied Applies Rcq'd Applied pplicd (acre) (acre) (Field) (Field) (lbs/A) (lbs/A) (IWA) Source Total Use. Appliic. AppGe, 1000 Trace Field IA Soil Series Acres Acres Crop Rl')r Period N N N Method N gaU A Tons I (W s gal tons Total Applied, I000 gallons 3,383,49 Total Produced, 1000 gallons 2.269.30 Balance, 1000gallons -1,114.18 = - f Total Applied, tons 0. Total Produced, Ions 0. Balance, tons 0. Notes: 1. hi the tract column, — symbol means leased, otherwise, armed. 2. Symbol * means user entered data. 578616 Database Versioll 3.1 Date Printed: 2/22/2010 WUT Page Page 3 of 5 Waste Utilization fable Year 2 Tract Field Source ID Soil Series Total Acres Use, Acres Crap RYE APPfic. Pcriod Nitrogen PA Nutrient Req'd (]bslA) Comm. Fert. Nutrient Applied 0NrA) Res. Qbs/A) Applic. Method Manure PA NutricntA pplicd (1bsfA) Liquid ManureA pplied (acm) SOW Manure Applied (acre) Liquid Manure Applied (Field) Solid Manurs Apprgc (Field) N N N N 1000 gal/A Tons 1000 gabs tans 4939 10 S7 Tomahawk 2.48 2.48 Small Grain Overseed 1.0 Tons 1011-3I31 50 0 0 hrig. 50 19.97 0.00 49.53 0. 4939 10 S7 Tomahawk 2,48 2.48 Hybrid Bermudagrass Pasture 5.0 Tons *311-10/31 *188 0 0 Irrig. 188 75,10 0.00 186.24 0. 4939 12 S7 Tomahawk 2.40 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 so 0 0 Irrig. 50 19.97 0.00 47,93 0. 4939 12 S7 Tomahawk 2.40 2.40 Hybrid Bermudagrass Pasture 5.0 Tons *3l1-10131 *188 0 0 Irrig. 198 75.10 0.00 180.23 0. 4939 14 S7 Tomahawk 2.05 2.05 Small Grain Ovemed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 40.94 0. 4939 14 S7 Tomahawk 2.05 2.05 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10131 * 189 0 0 Irrig. 188 75.10 0.00 153.95 0. 4939 18 S7 Tomahawk 2.52 2.52 Small Grain Overseed 1.0 Tons ] 011-3l31 50 0 0 Irrig. 50 19.97 0,00 50.33 0. 4939 18 S7 Tomhawk 2.52 2.52 Hybrid Bermudagrass Pasture 5,0 Tons " 3!]-10131 * 188 0 0 Irrig, 188 75.10 0.00 189.24 0. 4939 6 S7 Tomahawk 3.04 3.04 Small Grain Overseed 1.0 Tom 1011-3/31 50 0 0 brig. 50 19.97 0.00 60.72 0. 4939 6 S7 Tomahawk 3.04 3.04 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10131 *188 0 0 brig. 188 75.10 6.00 228,24 0. 4939 7 S7 Tornaltawk 3.12 3.12 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 6.00 62.31 0. 4939 7 S7 Tomahawk 3,12 3.12 Hybrid Bennudagrass Pasture 5.0 Tons *311-10131 *188 0 0 Irrig, 188 75.10 0.00 234.30 0. 4939 8 S7 Tomahawk 1.82 1.82 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 19,97 0,00 36.35 0. 4939 8 S7 Tomahawk 1.82 1.82 Hybrid Bennudagrass Pasture 5.0 Tons *311-10/31 *189 0 0 Irrig. 189 75.10 0.00 136.67 0. 71692 11 S7 Tomahawk 2.58 2.58 Small Grain Overseed 1.0 Tons ] Ol1-3131 50 0 0 Irrig. 50 19.97 0.00 51.53 0, 71692 11 S7 'Tomahawk 2.58 2.58 Hybrid Bennudagrass Pasture 5.0 Tons *3/1-10/31 *198 0 0 Irrig. 188 75.10 0.00 193.75 0. 71692 13 S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/1-4/30 78 0 0 Irrig. 39 15,58 0.00 42.37 0, 71692 13 S7 Blanton 2.72 2.72 Com, Grain 60 bu. 2/15-6/30 *75 0 *15 Irrig. 60 23.97 0.00 65.19 0. 71692 15 S7 Blanton 1.56 1.56 Wheat, Crain 35 bu. 91]-4130 78 0 0 Irrig. 39 15.58 0.00 24.30 0. 71692 15 87 Blanton 1.56 1.56 Corn, Grain 60 bu. 2/15-6130 *75 0 *15 Irrig. 60 23.97 0.00 37.39 0. 71692 16 1 S7 Foreston 2.28 2.28 Wheat, Grain 55 bu. 911-4/30 115 0 0 brig. 58 22.97 0.00 52.37 0. 71692 16 S7 Foreston INL 2.28 Cora, Grain 120bu. 2/15-6/30 *150 0 *15 Irrig. 135 53.93 0.00 122.95 0. 578616 Database Version 3.1 Date Prinled: 2/22/2010 WUT Page Page 4 of 5 Waste Utilization Table Year 2 Tract Field Source 11) Soil Series Total Acres um Acres Crop RYE Apphc. Period Nitrogen PA Nutrient Rod (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Rcs, (lbs/A) Apphc. Method Manure PA NutrientA pphed (lbs/A) Liquid ManureA pphed (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Appiiec (Field) N N N N )000 gaUA Tons 1000 gals tons 71692 17 S7 Foreston 1.96 1.96 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 brig. 58 22.97 0.00 43.02 0. 71692 17 S7 Foreston 1.96 1.96 Cortl,Cr'ain 1206u. 2115-6130 *150 0 *15 brig. 135 53.93 0.00 105.69 0, 7541 1 S7 Foreston 2.49 2.49 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 brig. 50 19.97 0.00 49.73 0. 7541 1 S7 Foreston 2.49 2.49 Hybrid Bermudagrass Pasture 6.0 Tons *3/t-10/31 *225 0 0 Irrig. 225 89.87 0.00 223.79 0. 7541 2 S7 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 32.16 0. 7541 2 S7 Foreston 1.61 1.61 Hybrid Bermudagrass Pasture 6.0 Tons *311-10131 *225 0 0 Irrig. 225 89.87 0.00 144,70 0. 7541 3 S7 Foreston 1.24 1.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 24.77 0. 7541 3 S7 Foreston 1.24 1.24 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10131 *225 0 0 brig. 225 89.87 0.00 111.44 0. 7541 4 S7 Foreston 1.14 1.14 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 22.77 0. 7541 4 S7 Foreston 1.14 1.14 Hybrid Bermudagrass Pasture 6.0 Tons *3/1-10131 *225 0 0 irrig. 225 89.87 0.00 102.46 0. 7541 5 1 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 1 Irrig. 58 22.97 0.00 71.89 0. 7541 5 S7 Foreston 3.13 3.13 Corn, Grain 120 bu. 2/I5-6130 *150 1 0 *15 1n�353 0.00 168.78 0. Total Appied, 1000 gallons 3,350.04 'total Produced, 1000 gallons 2,269.30 Balance, 1000 gallons 4,080.75 Total Applied, tons 0. Total Produced, tons 0. Balance, tons 0. Notes: 1. In the tract column, -symbol means leased, Otherwise, awned. 2. Symbol * means user enteml dala. 578616 Database Version 3.1 Date Printed: 2/22/2010 WUT Page Page 5 of 5 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 (inchesfhour) Application Amount (inches) 4939 10 Tomahawk 0.60 1.0 4939 12 Tomahawk 0.60 1.0 4939 14 Tomahawk 0.60 1.0 4939 18 Tomahawk 0.60 1.0 4939 6 Tomahawk 0.60 1.0 4939 7 Tomahawk 0.60 1.0 4939 8 Tomahawk 0.60 1.0 71692 11 Tomahawk 0.60 1.0 71692 13 Blanton 0.75 1.0 71692 15 Blanton 0.75 1.0 71692 16 Foreston 0.50 1.0 71692 17 Foreston 0.50 1.0 7541 1 Foreston 0.50 1.0 7541 2 Foreston 0.50 1.0 7541 3 Foreston 0.50 1.0 7541 4 Foreston 0.50 1.0 7541 1 5 IForeston 0.50 TO The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 30.69 61.38 92.07 Hay 6 ton R.Y.E. 300 26.32 15.34 30.69 46.03 Soybean 40 bu 160 14.04 28.77 57.54 86.31 578616 Database Version 3.1 Date Printed: 02-22-2010 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 theplanned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available Waste Storage Capacity Source Name I Swine Feeder -Finish Lagoon oon Liquid uid Design Storage Capacity (Days) Start Date 9/ 1 180 Plan Year Month Available Storage Capacity (Days) 1 1 138 1 2 131 1 3 161 1 4 180 1 5 180 1 6 180 1 7 180 1 8 180 1 9 180 1 10 180 1 11 164 1 12 148 2 1 132 2 2 134 2 3 173 2 4 180 2 5 180 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. 578616 Database Version 3.1 Dale Printed: 2/22/2010 Specification Page 1 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1,1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 578616 Database Version 3.1 Date Printed: 2/22/2010 Specification 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 consumptiormi-t-shouddionly brappfredopre-plant with no farther 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 L........i _...4.. 7_... ..-_] 1_ 41-- --.I- -2_..11 L. .. 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. 578616 Database Version 3.1 Date Printed: 2/22/2010 Specification Pare 3 Crop Notes The following crop note applies to field(s): 16, 17, 5 Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 13, 15 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain; corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. 578616 Database Version 3.1 Date Printed: 02-22-2010 Crop Note Page Page 1 of bushels/acre, Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. 578616 Database Version 3.1 Date Printed: 02-22-2010 Crop Note Page Page 2 of 5 The following crop note applies to field(s): 10, 1 1, 12, 14, 18, 6, 7, 8 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rve 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 race 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 bushcls/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 1, 2, 3, 4 Small Grain: CP, Mineral Soil. low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rve from October 1L'`T-------'-__ten n__r-__I -_- -•__���--- jrj_:II.-----r-----_A=--____ --`'------V._- T. rni I,-- -'. The following crop note applies to field(s): 10, 11, 12, 14, 18, 6, 7, 8 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. to 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 least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generallv 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 lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to fseld(s): 1, 2, 3, 4 Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 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 least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generallv a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. 578616 Database Version 3.1 Date Printed: 02-22-2010 Crop Note Page Page 3 of 5 The following crop note applies to field(s): 16, 17, 5 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at Ieast 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 13, 15 Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 ibs/acre N at planting. Phosphorus and potash recommended by a soil lest report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 16, 17, 5 Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable Double -crop soybeans should be planted as early in .Tune as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. 578616 Database Version 3.1 Date Printed: 02-22-2010 Crop Note Page Page 4 of 5 The following crop note applies to field(s): 13, 15 Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. 578616 Database Version 3.1 Date Printed: 02-22-2010 Crop Note Page Page 5 of 5 Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for Brian Kennedy 92 Brian Kennedy 138 Baker Ind Pink Hill, NC 28572 910-298-8384 08-09-201.0 This plan has been developed by: Billy Houston DSWCD 165 Agriculture Drive Suite B Kenansville, NC 28349 910-296-2121 Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/ManagerlProducer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. Signature (owner) Date Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: Technical Signature Date 386808 Database Version 3.1 Date Printed: 08-09-2010 Cover Page L Nutrients applied in accordance with this plan will be supplied from the following source(s)- Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5227 Incorporated 8976 Injected 9885 Irrigated 5681 Max. Avail. PAN (lbs) * Actual PAN Applied (lbs) "PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 5,681 8155 -2,474 3,257,580 -988,284 Year 2 5,681 8079 -2,398 3,227,127 -957,831 -------------------------------------------------------------------------------- IVote: In source 1D, S means standard source, U means user defined source. * Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 386808 Database Version 3.1 Date Printed: 08-09-2010 Source Page Page I of I Narrative Mr Kennedy has pumping easments for Tracts 7541 owned by Mr Johnny 1=utral and Tract 71692 owned by Mr Milton Houston 386808 Database Version 3.1 Date Printed: 08-09-2010 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 . Acres Leaching Index (LI) Soil Series Crop Sequence RYE 4939 10 2.48 2.48 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bernudagrass Pasture 5.0 Tons 4939 12 2.40 2.40 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 14 2.05 2.05 NIA Tomahawk Small Grain Overseed 1,0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 18 2.52 2.52 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 6 3.04 3.04 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 4939 7 3.12 3.12 N/A Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5,0 Tons 4939 8 1.82 1.82 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 71692 11 2.581 2.58 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.0 Tons 71692 1 13 2.721 2.72 NIA Blanton Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. Corn, Grain 60 bu. 71692 15 1.56 1.56 N/A Blanton Wheat, Grain 35bu. Soybeans, Manured, Double Crop 21 bu. Com. Grain 60 bu. 71692 16 1281 2.28 NIA Foreston Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Corn. Grain 120 bu. 71692 17 1.96 1.96 NIA Foreston Wheat. Grain 55 bu. Soybeans, Manured, Doubic Crop 34 bu. Corn, Grain 120 bu 7541 1 2.49 2.49 NIA Foreston Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Corn. Grain 120 hu. 386808 Database Version 3.1 Date Printed 8/9/2010 PCS Page Page 1 of 2 NOTE: Symbol • means user entered data. Planned Crops Summary Tract Field Total Acres Useable Acres Leaching index (LI) soil Series Crop Sequence RYE 7541 2 1.61 L61 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 6.0 Tons 7541 3 1.24 1.24 NIA Foreston Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Corn, Grain 120 bu, 7541 4 1.141 1.14 NIA Foreston Small Grain Overseed 1.0'Pons Hybrid Bermudagrass Pasture 6.0 Tons 7541 5 3.13 3.13 NIA Foreston Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. Corn, Grain 120 bu. PLAN TOTALS: 38.14 39.14 per it -.PoiertlealLeaehzng _ yF1�F{vTechriicalGuarlance r-0N _i Low potential to contribute to soluble None ` 2 nutrient leaching below the root zone. >= 2 & Moderate potential to contribute to soluble Nutrient Management (590) should be planned. nutrient leaching below the root zone. <— 10 High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. > 10 Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328),"ong-Term No -Till (178), and edge -of -field practices such as Filter Strips (393) and.Riparian Forest Buffers (391). 386808 Database Version 3.1 Date Printed 8/9/2010 PCS Page Page 2 of 2 NOTE: Symbol* means user entered data. 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 ID Soil Series Total Acres Use, Acres Crop RYE Applic, Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A)' I Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 4939 10 S7 Tomahawk 2.48 2.48 Small Grain Overseed I.OTons 10/1-3/31 50 0 0 Irrig. 50 19,97 0.00 49.53 0.00 4939 10 S7 Tomahawk 2.48 2.48 Hybrid Bermudagrass Pasture 5.0 Tons *311-10/31 * 188 0 0 Irrig. 188 75.10 0.00 186.24 0.00 4939 12 S7 Tomahawk 2.40 2.40 Small Grain Overseed I.0 Tons 1011-3/31 50 0 0 Irrig, 50 19.97 0.00 4793 0.00 4939 12 S7 Tomahawk 2,40 2.40 Hybrid Bermudagrass Pasture 5.0 Tons *311.10131 *188 0 0 Irrig, 188 75.10 0.00 180.23 0.00 4939 14 S7 Tomahawk 2,05 2.05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 40.94 0.00 4939 14 S7 Tomahawk 2.05 2.05 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0.00 153.95 0.00 4939 18 S7 Tomahawk 2.52 M2 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 50.33 0.00 4939 18 S7 Tomahawk 2.52 2.52 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0.00 189.24 0.00 4939 6 S7 Tomahawk 3.04 3.04 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 60.72 0.00 4939 6 S7 Tomahawk 3.04 3.04 Hybrid Bermudagrass Pasture 5 0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.i0 0.00 228,29 0.00 4939 7 S7 Tomahawk 3.12 3.12 Small Grain Overseed 1.0 Tons '1011-3/31 50 0 0 Irrig. 50 19.97 0.00 62.31 0.00 4939 7 S7 Tomahawk 3.12 3.12 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0,00 234.30 0.00 4939 8 S7 Tomahawk 1.82 1.82 Small.Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97 0.00 36.35 0.00 4939 8 S7 Tomahawk 1.82 1.82 Hybrid Bermudagrass Pasture 5.0 Tons *311-10/31 *t88 0 0 frrig. 188 75.10 0.00 136.67 0.00 71692 1) S7 Tomahawk 2.58 2.58 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 501 19.97 0.00 51.53 0.00 71692 11 1 S7 Tomahawk[ 2,58 2.58 Hybrid Bermudagrass Pasture 5.0 Tons *3l1-10/31 *188 0 0 Irrig. 188 75.10 0.00 193.75 0. 00 386808 Database Version 3.1 Date Printed: 8/9/2010 WUT Page Page I of 5 Waste Utilization Table Year i Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE APplie. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic, Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 pl/A Tons 1000 gals tons 71692 13 S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/14130 78 0 0 Irrig. 39 15.38 0.00 42.37 0.00 71692 13 S7 Blanton 2.72 2.72 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irrig. 83 33.15 0.00 90A8 0.00 71692 15 S7 Blanton 1.56 1.56 Wheat, Grain 35 bu. 911-4/30 78 0 0 Irrig. 39 15.58 0.00 24.30 0.00 71692 15 1,56 1.56 Soybeans, Manured, Double Crop 21 bu. 4/1-9115 83 0 0 Irrig. 83 33.15 0.00 51.72 0.00 71692 16 dS7Blanton Foreston 2.28 2.28 Wheat, Grain 55 bu. 9/14130 115 0 0 Irrig. 58 22.97 0.00 52.37 0.00 71692 16 S7 Foreston 2.28 2.28 Soybeans, Manured, Double Crop 34 bu. 411-9115 i33 0 0 Irrig. 133 53.13 0.00 121.13 0.00 71692 17 S7 Foreston 1.96 1.96 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 Irrig, 58 22.97 0.00 45.02 0.00 71692 17 S7 Foreston L96 1.96 Soybeans, Manured, Double Crop 34 bu. 4/1-9115 133 0 0 Irrig. 133 53.13 0.00 104.13 0.00 7541 1 S7 Foreston 2.49 2.49 Wheat, Grain 55 bu. 9/1A/30 115 0 '0 Irrig, 58 22,97 0,00 57.19 0.00 7541 1 S7 Foreston 2.49 2.49 Soybeans, Manured, Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 132.28 0.00 7541 2 87 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 32.16 0.00 7541 2 S7 Foreston 1.61 1.61 Hybrid Bermudagrass Pasture 6.0 Tons *311-10/31 *225 0 0 Irrig. 225 89.87 0.00 144.70 0.00 7541 3 S7 Foreston 1.24 1,24 Wheat, Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 22.97 0.00 28.48 0,00 7541 3 1 S7 Foreston 1,24 1.24 Soybeans, Manured, Double Crop 34 bu. 4/1-9115 133 0 0 Irrig. 133 53.13 0.00 65.88 0.00 7541 4 S7 Foreston L 14 1.14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 22.77 0.00 7541 4 S7 Foreston 1.14 1.14 Hybrid Betmudagrass Pasture 6.0 Tons *3/1.10/31 *225 0 0 Irrig. 225 89.87 0.00 102.46 0.00 7541 5 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22,97 0,00 71.89 0.00 7541 5 1 S7 Foreston 3.13 3.13 Soybeans, Manured, Double Crop 34 W, 4/1-9/15 133 0 0 Irrig. 1331 $3.13 0.00 166,28 0.00 386808 Database Version 3.1 Date Printed: 8/9/2010 WUT Page Page 2 of 5 Waste Utilization Table Year I Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Regd (lbs/A) Comm. Fert. Nutrient Applied (Ibs1A) Res, (lbs1A) Applic, Method Manure PA NutrientA pphed (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons Total Applied, 1000 gallons 3,257 58 Total Produced, 1000 gallons 2,269 30 Balance, 1000 gallons -988 28 Total Applied, tons n ! 0.00 Total Produced, tons 0,00 Balance, tons 0.001 Notes: 1. In the tract column, — symbol means leased, otherwise, owned: 2. Symbol * means user entered data. 386808 Database Version 3.1 Date Printed. 8/9/2010 WUT Page Page 3 of 5 Waste Utilization Table Year 2 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fen. Nutrient Applied (Ibs/A) Res. (lbsIA) Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 4939 10 S7 Tomahawk 2.48 2.48 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 49.53 0.00 4939 10 S7 Tomahawk 2,48 2.48 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0.00 186.24 0.00 4939 12 S7 Tomahawk 240 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 OM 47.93 0.00 4939 12 S7 Tomahawk 2.40 2.40 Hybrid Bermudagrass Pasture 5.0 Tons *31t-10/31 *188 0 0 Irrig. 188 75.10 0.00 180.23 0.00 4939 14 S7 Tomahawk 2.05 2.05 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig, 50 19,97 0.00 40,94 0,00 4939 14 S7 Tomahawk 2.05 2.05 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10131 *188 0 0 Irrig, 188 75.10 0.00 153,95 0,00 4939 18 S7 Tomahawk 2.52 2.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. .50 19.97 0.00 50.33 0.00 4939 18 S7 Tomahawk 2.52 2.52 Hybrid Bermudagrass Pasture 5.0 Tons] *3/1-10131 *188 0 0 Irrig. 188 75.10 0.00 189.24 0.00 4939 6 S7 Tomahawk 3.04 3.04 Small Grain Overseed 1.0 Tons 10/1.3/31 50 0 0 Irrig. 50 19.97 0.00 60.72 0.00 4939 6 S7 Tomahawk 3.04 3 04 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0,00 228.29 0.00 4939 7 S7 Tomahawk 3.12 3 12 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 62.31 0.00 4939 7 S7 Tomahawk 3.12 3.12 Hybrid Bermudagrass Pasture 5.0 Tons *311-10/31 * 188 0 0 Irrig. t88 75.10 0.00 234.30 0.00 4939 8 S7 Tomahawk 1.82 1.82 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig_ 50 19,97 0.00 36.35 0.00 4939 8 S7 Tomahawk 1.82 1,82 Hybrid Bermudagrass Pasture 5.0 Tons *3/1-10/31 *188 0 0 Errig 188 75,10 0.00 136,67 0,00 71692 11 S7 Tomahawk 2.58 2.58 Small Grain Overseed I.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0,00 51.531 0.00 71692 11 S7 Tomahawk 2.58 2.58 Hybrid Bermudagrass Pasture $.0Tons *3/1-10/31 *188 0 0 Irrig. 188 75.10 0.00 193,75 0.00 71692 13 S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/14/30 78 0 0 Errig. 39 15.58 0.00 42.37 0.00 71692 13 S7 11 Blanton 2.72 2,72 Corn, Grain 60 bu. 2/15-6/30 *75 0 * 15 Irrig. 60 23.97 0,00 65,19 0.00 71692 15 S7 Blanton 1.56 1,56 Wheat, Grain 35 bu. 9/1-4/30 78 0 0 Irrig. 39 15.58 0.00 24,30 0.00 71692 15 S7 Blanton 1.56 1,56 Corn, Grain 60 bu, 2115-6/30 *75 0 *15 Irrig. 60 23.97 0.00 37.39 0.00 71692 16 S7 Foreston 2.28 2,28 Wheat, Grain 55bu, 9/14130 115 0 0 Irrig. 58 22.97 0,00 52,37 0.00 71692 16 S7 Foreston 2.28 2.28 Corn, Grain 120 bu. 2115-6M *150 0 * 15 Irrig. 135 53.93 0.00 122.951 0.00 386808 Database Version 3.1 Date Printed: 8/9/2010 WUT Page Page 4 of 5 Waste Utilization Table Year 2 Tract Field Source D Soil Series Total Acres Use. Acres Crop RYE Applic, Period Nitrogen PA Nutrient Req'd (IbslA) Comm. Fert. Nutrient Applied (lbslA) Res. (Ibs1A) Applic. Method Manure PA NutrientA pplied (lbs1A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 71692 17 S7 Foreston 1.96 1.96 Wheat, Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 22,97 0.00 45.02 0.00 71692 17 S7 Foreston 1.96 1.96 Corn, Grain 120 bu, 2/15-6130 *150 0 * 15 Irrig. 135 53.93 0.00 105.69 0,00 7541 1 S7 Foreston 2.49 2,49 Wheat, Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 22.97 0.00 57.19 0.00 7541 l S7 Foreston 2.49 2.49 Corn, Grain 120 bu. 2A 5-6/30 *150 0 * l 5 Irrig. 135 53.93 0.00 134.27 0,00 7541 2 87 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 19.97 O.DD 32.16 0.00 7541 2 S7 Foreston 1.611 1.61 Hybrid Bermudagrass Pasture 6.0 Tons *311-10/31 *225 0 0 Irrig. 225 89.87 0.00 144.701 0.00 7541 3 S7 Foreston 1.24 1.24 Wheat, Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 22.97 0.00 29.48 0.00 7541 3 S7 Foreston 1.241 1.24 Corn, Grain 120 bu. 2l15-6130 * 150 0 * 15 Irrig. 135 53,93 0,00 66.87 0.00 7541 4 S7 Foreston 1.14 1.14 Small Grain Overseed 1.0 Tons [011-3131 50 0 0 Irrig. 50 19.97 0.00 22.77 0,00 7541 4 S7 Foreston 1.14 L 14 Hybrid Bermudagrass Pasture 6.0 Tons *311-10/31 *225 0 0 Irrig. 225 89.87 0.00 102.46 0.00 7541 5 S7 Foreston 3.13 3.13 1Wheat, Grain 55 bu. 911-4130 115 D 0 Irrig. 58 22.97 0.00 71.89 0,00 7541 5 S7 Foreston 3.13 3.13 Corn, Grain l20 bu. 2115 6130 * 150 0 * 15 Irrig. l35 53.93 0.00 168.78 0.00 Total Applied, 1000 gallons 3,227.13 Total Produced, 1000 gallons 2,269.30 : ip': •ii';;:,;;;;a : Balance, 1000 gallons -957 83 'total Applied, tons 0.06 Total Produced, tons 0.00 Balance, tons - `- 0.00 Notes: 1. In the tract column, symbol means ]eased, otherwise, owned. 2. Symbol * means user entered data. 386808 Database Version 3.1 Date Printed: 8/9/2010 WUT Page Page 5 of 5 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) 4939 10 Tomahawk 0.60 1.0 4939 12 Tomahawk 0.60 1.0 4939 14 Tomahawk 0.60 1.0 4939 18 Tomahawk 0.60 I.0 4939 6 Tomahawk 0.60 1.0 4939 7 Tomahawk 0.60 1.0 4939 8 Tomahawk 0.60 i l.0 71692 11 Tomahawk 0.60 1.0 71692 13 Blanton 0.75 1.0 71692 15 Blanton 0.75 1.0 71692 16 Foreston 0.50 1.0 71692 17 Foreston 0.50 1.0 7541 1 Foreston 0.50 1.0 7541 2 Foreston 0.50 1.0 7541 3 Foreston 0.50 1.0 7541 4 lForeston 0.50 11.0 7541 1 S IForeston 0.50 11.0 386808 Database Version 3.1 Date Printed 8/9/2010 IAF Page Page l of 1 NOTE: Symbol * means user entered data. The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this, material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PAN Rate Iblac Maximum Sludge Application hate 1000 gallac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 30.69 61.38 92.07 Hay 6 ton R.Y.E. 300 26.32 15.34 30.69 46.03 Soybean 40 bu . 160 14.04 28.77 57.54 86.31 ---------------------------- ---- -- -------------g-- g ---- 386808 Database Version 3.1 Date Printed: 08-09-2010 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 Swine Feeder -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 9/1 180 Plan Year Month Available Storage Capacity (Days)' 1 1 150 1 2 144 1 3 169 I 4 180 1 5 180 1 6 180 1 7 180 1 8 180 1 9 180 1 10 180 1 11 162 l 12 144 2 1 126 2 2 132 2 3 169 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 1 180 2 11 172 2 12 175 * Available Storage Capacity is calculated as of the end of each month. -----------------------------------------------p__y -------------- 386808 Database Version 3.1 Date Printed: 08-09-2010 Capacity Page Page 1 of I 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. ----------------------------------------------------- ------ ---------------- 386808 Database Version 3.1 Date Printed: 8/9/2010 Specification Page I 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. --------------------------__---------------------------------------------- 386808 Database Version 3 Date Printed: 8/9/2010 Specification 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. -------------- --------------------------------------------------------- 386808 Database Version 3.1 Date Printed: 8/9/2010 Specification Page 3 Crop Notes The following crop note applies to field(s): 1, 16, 17, 3, 5 Corn is CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 13, 15 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenhett. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbslacre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. 386808 Database Version 3.1 Date Printed: 08-04-2010 Crop Note Page Page 1 of 4 The following crop note applies to field(s): 10, 11, 12, 14, 18, 6, 7, 8 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/dril I row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to - select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 2, 4 Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -tilt. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 10, 11, 12, 14, 18, 6, 7, 8 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced U to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. 386908 Database Version 3.1 Date Printed: 08-09-2010 Crop Note Page Page 2 of 4 The following crop note applies to field(s): 2, 4 Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 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 lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): 1, 16, 17, 3, 5 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at i - 1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. 386809 Database Version 3.1 Date Printed: 08-09-2010 Crop Note Page Page 3 of 4 The following crop note applies to field(s): 13, 15 Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 1, 16, 17, 3, 5 Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. The following crop note applies to field(s): 13, 15 Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally.grown without additions of nitrogen. However, applications of 20-30 ibs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. 386808 Database Version 3.1 Dace Printed: 08-09-2010 Crop Note Page Page 4 of �.I q' 3 1 o 3 38 Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Brian Kennedy Farm#231338 Brian J. Kennedy 138 Baker Rd Pink Hill, NC 28572 910-298-8384 o3-25-2009 This plan has been developed by: Billy W Houston Duplin Soil & Water Conservation PO Box 219 Kenansville, NC 28349 910-296-2120 'W �21m& Developer SignattA VED-ECTIn DWO QU! .RARnrFrnnru,sF�110N Type of Plan: Nitrogen Only with Manure Only MAR 3 p 2009 Owner/iNIanager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. r Signature (owner) Signature (manager or producer) cmj (,0 -0 APR 0 2 Z009 Date J 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: 13~ _ -37,zF-701 Technical Specialist Signature Date ------------------------------------------------------------------------------------------------------------------------------------------------- 515485 Database Version 3.1 Date Printed: 03-25-2009 Cover Page 1 Narrative Mr. Kennedy has a pumping rights easment on Tract 7541 owned by Mr. Johnny Futral. This agreement expires in October 2010(See B1-3 Preview) Mr. Kennedy also has an agreement with Mr. Milton Houston on Tract 71692(See Al-3 Preview) This WUP is written using 100lbsN1Ac on smallgrain overseed for pulls 6,7,8 & 14. As long as Mr. Kennedy has pumping rights access on either or both Mr. Futral and/or Mr. Houston he DOES NOT have to follow the WUT and NCSU Memorandum for waste application. THAT means 501bsN1Ac may be applied for smallgrain overseed for pulls 6,7,8 & 14, and the normal application dates of 10/1-3/31 and 3/1-9/30 for smallgrain and bermuda respectively may be used. -------------------------------------------------------------------------------------------------------------------------------------------------•----------------- 515485 Database Version 3.1 Date Printed: 03-25-2009 Narrative Page Page 1 of 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5227 Incorporated 8976 Injected 9885 Irrigated 5681 Max. Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 5,681 5731 -50 2,288,998 -19,702 -------------------------------------------------------------------------------------------------------------------------------------------------------- Idote: In source ID, S means standard source, U means user defined source. " Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 515485 Database Version 3.1 Date Printed: 03-25-2009 Source Page Page 1 of 1 r 0 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 Acres Leaching Index (LI) Soil Series Crop Sequence RYE 4939 10 2.48 2.48 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.0 Tons 4939 12 2.40 2.40 NIA Tomahawk Small Grain Overseed I b Tons Hybrid Bermudagrass Hay 5.0 Tons 4939 14 2.05 2.05 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.0 Tons 4939 18 2.52 2.52 N/A Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.0 Tons 4939 6 3.04 3.04 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.0 Tons 4939 7 3,121 3.12 NIA Tomahawk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.0 Tons 4939 8 L82 1.82 NfA Tomahawk Small Grain Overseed 1A Tons Hybrid Bermudagrass Hay 5.0 Tons PLAN TOTALS: 17.43 17.43 tentratL'eaahing 7eehtical;Guidance z Low potential to contribute to soluble None 2 nutrient leaching below the root zone. >= 2 & Moderate potential to contribute to soluble Nutrient Management (590) should be planted. nutrient leaching below the root zone. <_ 10 High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. > 10 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). 515485 Database Version 3.1 pate Printed 3/25/2009 PCs Page Page 1 of 1 NOTE: Symbol * means user entered data. The table shown below provides a surnmary 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 Acres Leaching Index (LI) Soil Series Crop Sequence RYE 71692 11 2.58 2.58 NIA Tomahawk Hybrid Bermudagrass Pasture 5.0 Tons 71692 13 2-721 2.72 N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 15 1,56 1.56 N/A Blanton Com, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 16 2.28 2.28 NIA Foreston Fescue Pasture 4.0 Tons 71692 17 1.96 1.96 NIA Foreston Fescue Pasture 4.0 Tons PLAN TOTALS: I L 10 I L 10 -: d Potentralleh� J v xt acrng.. .._ . : Low potential to contribute to soluble None Z nutrient leaching below the root zone. Moderate potential to contribute to soluble Nutrient Management (590) should be planned. �— 2 & nutrient leaching below the root zone. �= 10 High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. > 10 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). APreview Database Version 3.1 Date Printed 3/25/2009 _r PCS Page Page 1 of 1 NOTE: Symbol ' means user entered data. The table shown below provides a surnmary 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 Acres Leaching Index (LI) Soil Series Crop Sequence RYE 7541 1 2.49 2.40 NIA Foreston Corn, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. 7541 2 1.61 1-61 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 3 1.24 1.24 NIA lForeston Corn, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. 7541 4 1.14 1.14 NIA Foreston Small Grain Ovcrseed 1.0 Tons Hybrid Berrnudagrass Hay 6.0 Tons 7541 1 5 3.13 3.13 NIA lForeston Corn, Grain 120 bu. Wheat, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. PLAN TOTALS: 9.61 9.52 :Poiential Led`ching = _ _ r 7eehriical Guidance '-5 «�`P Low potential to contribute to soluble None 2 nutrient leaching below the root zone. Moderate potential to contribute to soluble Nutrient Management (590) should be planned. >> 2 & nutrient leaching below the root zone. <= 10 High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve the soils nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered. > 10 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). 131 Preview Database Version 3.1 Date Printed 3/25/2009 l NOTE: Symbol • means user entered data. PCS Page Page l of I 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 ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res (lbs/A) Applic. Method Manure PA NrltriCIHA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gallA Tons 1000gals tons 4939 10 S7 Tomahawk 2.49 2.48 Small Grain Overseed 1.0 Tons 10/1.3131 50 0 0 Irrig. 50 19.97 0.00 49.53 0.00 4939 10 S7 Tomahawk 2.48 2.48 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 trrig, 250 99,86 0.00 247.65 0.00 4939 12 S7 Tomahawk 2.40 2.40 Small Grain Overseed 1.0 Tons 10/1'3I31 50 0 0 Irrig. 50 19.97 0.00 47.93 0.00 4939 12 S7 Tomahawk 2.40 2.40 Hybrid Bermudagrass Hay 5.0 Fons 3/1-9/30 *250 0 0 ling. 250 99.86 0.00 239.67 0.00 4939 14 S7 Tomahawk 2.05 2.05 Small Grain Overseed 1.0'Fons 10/1.3131 *100 0 0 Irrig. 100 39.94 0.00 81.89 0.00 4939 14 S7 Tomahawk 2.05 2.05 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 Irrig. 1 250 99.86 0.00 204.71 0.00 4939 18 S7 Tomahawk 2.52 2.52 Small Grain Overseed 1.0 Tons 10/1.3/31 50 0 0 brig. 50 19.97 0.00 50.33 0.00 4939 18 S7 Tomahawk 2.52 2.52 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *250 0 0 brig. 250 99.86 0.00 251.65 0.00 4939 6 S7 Tomahawk IN 3.04 Small Grain Overseed LO Tons 10/1-3/31 *100 0 0 Irrig. 1.00 39.94 0.00 121.43 0.00 4939 6 87 Tomahawk 3.04 3.04 Hybrid Bermudagrass Hay 5.0'Fons 3/1-9/30 *250 0 0 brig. 250 99.86 0.00 303.59 0.00 4939 7 S7 Tomahawk 3.12 3.12 Small Grain Overseed I O Tons 10/1-3/31 *100 0 0 Irrig, 100 39.94 0.00 124.63 0.00 4939 7 S7 Tomahawk 3.12 3.12 Hybrid Bermudagrass Hay 5.0 Tons 311-9/30 *250 0 0 Inig, 250 W86 0,00 311.56 0.00 4939 8 S7 Tomahawk 1.82 1.82 Small Grain Overseed 1.0 Tons IM-3/31 *100 0 U irrig. 100 39.94 O.00 72.70 0.00 4939 8 S7 Tomahawk 1.92 1.82 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9130 *250 0 0 brig 250 99.86 0.00 181.75 0.00 515485 Database Version 3.1 Date Printed: 3/25/2009 WUT Page Page 1 of 2 Waste Utilization Table Year I Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Ferl. Nutrient Applied (lbs/A) Res. (lbsIA) Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid I Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons Total Applied, 1000 gallons 2,289.00 " Total Produced, 1000 gallons 2,269.30 '1,-N Balance, 1000 gallons -19.70 Ha"s'e A iglu;' Total Applied, tons i� 0.00 Total Produced, tans z: s A ,,. . 0.00 Balance, tons '" ISO 0.00 Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 515485 Database Version 3.1 Date Printed: 3/25/2009 WUT Page Page 2 of 2 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied 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 1D Soil Series Total Acres Use. Acres Crop RYE Applic• Period Nitrogen PA Nutrient Req'd (Ibs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (Ibs1A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 71692 11 S7 Tomahawk 2.58 2 58 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 162 0 0 Irrig. 162 64.71 0.00 166.95 0.00 71692 13 S7 Blanton 2.72 2.72 Corn, Grain J 60 bu. 2/15-6/30 71 0 20 brig. 51 20,37 0,01) 55.41 0.00 71692 l3 S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/1-4/30 78 0 0 Irrig. 41 16.20 0.00 44.07 0.00 71692 15 S7 Bianton 1.56 1.56 Corn, Grain 60 bu. 2/15-6/30 7l 0 20 Irrig. 51 20.37 0.00 31.78 0.00 71692 15 S7 Blanton 1.56 1.56 Wheat, Grain 35 bu. 9/1-4/30 78 0 0 brig. 41 16.20 0.00 25.27 0.00 71692 16 S7 Foreston 2.28 2.28 Fescue Pasture 4.0 Tons 8/1.7/31 137 0 0 Irrig. 137 54.72 0.00 124.77 0.00 71692 17 S7 Foreston L96 L96 Fescue Pasture 4.0 Tons 8/1-7/31 137 0 0 brig. 13�7O 00 107.26 0.00 Total Applied, 1000 gallons 555.51 4g� fr„d 12, " I' Total Produced, 1000 gallons 2,269.30T'.%'"°�y Balance, 1000 gallons 1,713.79 1 , Total Applied, tons .;11VV'T4 h 0.00 Total Produced, tons " +' ;g 0.00 Balance, tonslf!',IP it 0.00 Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data. .� Preview Database Version 3.1 Date Printed: 3/25/2009 WUT Page Page 1 of 2 Waste Utilization Table Year 2 Tract Field Source ID Sail Series Total Acres Use. Acres Crop p RYE APpltc. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 71692 11 S7 Tomahawk 2,58 2.58 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 162 0 0 brig. 162 64.71 0.00 166.95 0,00 71692 13 S7 Blanton 2.72 2.72 Wheat, Grain 35 bu. 9/1-4130 78 0 0 brig. 37 14.95 0,00 40.68 0.00 71 992 13 S7 Blanton 2.72 2.72 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irrig. 83 33.15 0.00 90.18 0.00 71692 15 S7 Blanton 1.56 1.56 Wheat, Grain 35 bu. 911-4/30 78 0 0 Irrig. 37 14.95 0.00 23.33 0.00 71692 15 S7 IBlanton 1,56 1.56 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 brig. 83 33.15 0.00 51.72 0.00 71692 16 S7 Foreston 2.28 2.28 Fescue Pasture 4.0 Tons 8/1-7/31 137 0 0 Irrig. 137 54.72 0.00 124.77 0,00 71692 17 S7 Foreston 1.96 1.96 Fescue Pasture F4O Tons 8/1-7/31 137 0 0 Irrig. 137 54.72 0.00 107.26 0.00 Total Applied, 1000 gallons 604.88 'i '. i . Total Produced, 1000 gallons 2,269.30 `t " 13alance, 1000 gallons 1,664A1 F1�`1t* Total Applied, tons `(!.i�, c 0.00 Total Produced, tons ,kl, �"K' ,. `' :A . 0.00 Balance, tons :;,t 0.00 Notes: 1. In the tract column, --- symbol means ]eased, otherwise, owned. 2. Symbol * means user entered data. 3 Preview Database Version 3.1 Date Printed: 3/25/2009 WUT Page Page 2 of 2 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied 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 ID Soil Series Total Acres Use. Acres Crop RYE Applic, Period Nitrogen PA Nutrient Req'd (lbs1A) Comm. Fert. Nutrient Applied (lbslA) Ras, (lbslA) Applic. Method Mannrc PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 7541 1 S7 Foreston 2,49 2.40 Cum, Grain 120 bu. 2/15-6/30 137 0 20 brig. 117 46,74 0.00 112.16 0.00 7541 t S7 Foreston 2.49 2,40 Wheat, Grain 55 bu. 9/1-4730 115 0 0 brig. 60 23189 0.00 57.33 0.00 7541 2 S7 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 19.97 0.00 32,16 0.00 7541 2 S7 Foreston 1,61 1.61 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 *300 0 0 brig. 300 119,83 0.00 192.93 0.00 7541 3 S7 Foreston 1,24 1.24 Com, Grain 120 bu. 2/15-6/30 137 0 20 brig, 117 46,74 0.00 57.95 0.00 7541 3 S7 Foreston 1,24 1.24 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 60 23,89 0.00 29.62 0.00 7541 4 S7 Foreston 1.14 1.14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 22.77 0.00 7541 4 S7 Foreston 1.14 1.14 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 *300 0 0 Irrig. 300 l 19.83 0.00 136.61 0.00 7541 5 S7 Foreston 3.13 3.13 Com, Grain 120 bu. 2/15-6/30 137 0 20 In ig. l 17 46.74 0.00 146.28 0.00 7541 5 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 9/1-4130 115 0 0 Irrig. 6U 23.89 OA0 74.77 0.00 'total Applied, 1000 gallons 862.57 a � Total Produced, 1000 gallons 2,269.30 'r' l�"tl!!!,;�o Balance, 1000 gallons 1,406.73 1'"e 'total Applied, tons 0.00 Total Pruduced, tons v'v�ty7� ' ss ail 0.00 Balance, tons Irlt tdr 0.00 Notes: 1, In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. �r Preview Database Version 3.1 Date Printed: 3/25/2009 WUT Page Page 1 of 2 Waste Utilization Table Year 2 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) ,Comm. Fert. Nutrient Applied (lbslA) Res. (lbslA) Applic, Meth Manure PA NulrientA pplied (lbslA) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons low gals tons 7541 1 l S7 Foreston 2.49 2.40 Wheat, Grain 55 bu. 911-4130 115 0 0 Irrig. 55 22.05 0.00 52,92 0.00 7541 l S7 Foreston 2.49 2.40 Soybeans, Manured, Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 127.50 0.00 7541 2 S7 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0' Irrig. 50 19.97 0.00 32.16 0.00 7541 2 S7 Foreston 1.61 1,61 Hybrid Bermudagrass Hay 6.0 Tons 3/2-9/30 *300 0 0 Irrig. 300 119.83 0.00 192.93 0.00 7541 3 S7 IForeston 1.24 1.24 Wheat, Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 55 22,05 0.00 27.34 0.00 7541 3 S7 Foreston 1.24 1.24 Soybeans, Manured, Double Crop 34 bu. 4/1.9/15 133 0 0 Irrig. 133 53,13 0,00 65.98 0.00 7541 4 S7 Foreston 1,14 1.14 Small Grain Overseed 1.0 Tons 10l1-3/31 50 0 0 Irrig, 50 19.97 0.00 22.77 0.00 7541 4 S7 Foreston 1.14 1.14 Hybrid Bermudagrass Hay 6.0 Tons 311-9/30 *300 0 0 Irrig. 300 119.83 0.00 136.61 0,00 7541 5 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 911-4/30 115 0 0 Irrig. 55 22.05 0.00 69,01 0.00 7541 5 1 S7 Foreston 3.13 3.13 Soybeans, Manured, Double Crop 34 bu. 411-9115 133 0 0 Irrig. 133 53.13 0.00 166.29 0.00 Total Applied, 1000 gallons 893.40 Total Produced, 1000 gallons 2,269.3M, "0t��° Balance, 1000 gallons 1,375.90 Total Applied, tons `!1`taL;€`Cs" 0.00 Total Produced, tons "` �`i' -i;� 0.00 Balance, tons irl:t�.' 3i., tiy: ��;. r. 0.00 Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 3 Preview Database Version 3.1 Date Printed: 3/25/2009 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) 4939 10 Tomahawk 0.60 1.0 4939 12 ' Tomahawk 0.60 1.0 4939 14 Tomahawk 0.60 1.0 4939 18 Tomahawk 0.60 1.0 4939 6 Tomahawk 0.60 1.0 4939 7 Tomahawk 0.60 1.0 4939 8 Tomahawk 0.60 1.0 515485 Database Version 3.1 Date Printed 3/25/2009 IAF Page Page 1 of 1 NOTE: Symbol * means user entered data. The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application- If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lblac Maximum Sludge Application Rate 1000 gat/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard' Corn 120 bu 150 13.10 30.64 61.38 92-07 Hay 6 ton R.Y.E. 300 26.32 15.34 30.69 46.03 Soybean 40 bu 160 14.04 28.77 57.54 86.3E ------ _--------------------------•------------------------------------------------------------------- -------------•------------------------------••---------•--------------- 515485 Database Version 3.1 Date Printed: 03-25-2009 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 Feeder -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 911 180 Plan Year Month Available Storage Capacity (Days) ' 1 1 86 1 2 72 1 3 98 1 4 109 1 5 119 1 6 130 1 7 139 1 8 148 1 9 155 1 10 140 1 11 124 1 1 12 107 ` Available Storage Capacity is calculated as of the end of each month. ------ ----- --- - - --- - -------------- ------------------------------ ----------- - -- --- --------------- -- ----------- - ----- ---- ---- ---- ----------- ----------- -- --- - --- -- 515485 Database Version 3.1 Date Printed: 03-25-2009 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. ----•---------------------------------------------------------------------------------------------------------•-------------------------------------------. 515485 Database Version 3.1 Date Printed: 3/25/2009 Specification Page 1 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. ----------------------------------------------------------- -------------------- -------------------------------- - - 515485 Database Version 3.1 Date Printed: 3/25/2009 Specification 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 rive (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. ---------------------------------------------------------------------------------------------•------------- —----------------- - --- 515485 Database Version 3.1 Date Printed: 3/25/2009 Specification Page: 3 Crop Notes The following crop note applies to field(s): 10, 12, 14, 18, 6, 7, 8 Bermudagrass Coastal Plain, 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 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 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lblac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): 10, 12, 14, 18, 6, 7, 8 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 112" 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. ----------------------------------------------------------------------------------------------------------------------------------------------------- 515485 Database Version 3.1 Date Printed: 03-25-2009 Crop Note Page Page 1 of 1 (,'Multiple worksheets may be needed) Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET HARD HOSE TRAVELER IRRIGATION SYSTEM 1. Farm number (identification) I - '• ")> Field number (identification) 2. Irrigation system designation Existing irrigation system New/expanded irrigation system 3. Number of travel lanes # Interior lanes �. lL # Exterior lanes feet] Length of puil(Ll) s # Interior lanes # Exterior lanes [feet] Length' of pull(L2) j: ✓ # Interior lanes # Exterior lanes [feet] Length of pull(B) 4. Wetted diameter 9It) [feet] from Field Data Worksheet 5. Spacing )!, �, Hydrant spacing [feet] [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 column based on pattern, spacing, and travel lane location. Travel lane length (Lj Interior or i 1 Exterior (lane/hydrant) D. 34 (a) Acres start end of pull from Table EE6 6 Column (z ? V + (b) Acres middle portion of pull (Ll) {Pull length 61U [feet] X Wetted width/!7 ' [feet]] / 43,560 (c) Acres stop end of pull from Table Fr-6' Column r ? . `f" Total acres for travel lane length (Li) (Sum: a + b + c) Travel lane length (L, -)a Interior or Exterior (lane/hydrant) 0 • _ (a) Acres start end of pull from Table END Column r T�,4t- (b) Acres middle portion of pull (L2) (Pull length 4S [feet] X Wetted width [feet]] / 43,560 (c) Acres stop end of pull from Table F u Column r 2,� 1 Total acres for travel lane length (1-2) (Sum: a + b + c) Travel lane length (L_) i ` Interior or Exterior (lane/hydrant) 0 ,11 (a) Acres start end of pull from Table i ( Column s.5 (b) Acres middle portion of pull (L3) (Pull length41a [feet] X Wetted width I't [feet]] / 43,560 (c) Acres stop end of pull from Table Column 15Total 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. ?� (a) Acres per travel lane length (L1) ,`}' (b) Acres per travel lane length (1-2) - 510 (c) Acres per travel lane length (L3) X 1 I # Lanes = Acres X_ # Lanes = Acres X i # Lanes = Acres Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c) ,7 f Wettable Acre Computational Worksheet Completed by:Date_ Signature of technical specialist (Multiple worksheets may be needed) HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) 31 - �3 i Field number (identification) 2. Irrigation system designation - Existing irrigation system New/expanded irrigation system 3. Number of travel lanes —J 6 # Interior lanes # Exterior lanes feet] Length of pull(Ll) # Interior lanes #Exterior lanes [feet] length of pull(L2) # Interior lanes # Exterior lanes [feet] Length of pull(B) 4_ Wetted diameter Li [feet] from Field Data Worksheet 5. Spacing 6o Hydrant spacing (feet] [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 column based on pattern, spacing, and travel lane location. Travel lane length (L, Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table F Column (� 1,0 .- (b) Acres middle portion of pull (L1) (Pull length SS!�..i"[feet] X Wetted width 14 a [feet]) / 43,560 (c) Acres stop end of pull from Table -f-Tr, o Column C Total acres for travel lane length (L1) (Sum: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) f '-t (a) Acres start end of pull from Table Column �> ,(= (b) Acres middle portion of pull (L2) lV.� (Pull length , e .> [feet] X Wetted width , ;.a [feet]) / 43,560 (c) Acres stop end of pull from Table CF. i� Column 6 0.6 Total acres for travel lane length (1-2) (Sum: a + b + c) Travel lane length (L-) Interior or Exterior (lanethydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (L3) (Pull length [feet] X Wetted width [feet]} / 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. 2.,1?- (a) Acres per travel lane length (L1) X # Lanes = Acres 1 b (b) Acres per travel lane length (L2) X 1 'l #Lanes = Acres (c) Acres per travel lane length (1-3) X # Lanes = Acres �. Total CAWMP wettable acres for field (Sum: 8a + Sb + 8c) Wettable Acre Computational Worksheet Completed by: r,w' ', 41- Date: 24A signature of technical specialist 1, S ' r:au,Are Mr.,, Vr..y ,IY k • = De(36r1rflont ar Crop ;s I1W U-j�a -cV N 14(ou. [„ rG4d- y Col<oge CM AgItCultuto C-ALd� SuNr,Cic Ccr^Gus Bar 7620 Rdu�l,, Qc 27695-76iv 9$9 515 2N17 4i9..1S 79sy (rax) Memorandum TO: North Carolina Cer,ilied Technical Specialises FROM: NC State University Forace Production Workeroup DATE: July 13, 1999 SUBJECT: Crop Management Practices for Select Forages Used in Waste Management The follov-•ing is a tour -page summary of suggestions for rrian_a: ac vent practices Ibi- some forapc crops that can be used in %;,,aate management plans. Thcs_� suggestions are a result of discussions within ttie NC State Un.ivcrsity Forage Production W'o5kgroup, a group cvmpris(�d 01'NC State faculty and NRCS agency personnel with expertise with the crops. There are b1nited documented research responses of some of these practices on the many 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 wJI allow farm rs to incorporate these crops .end practices -lato waste -management plans. As data become available to.. substantiate or refute these :suggestions, the 'Forage Production %Vorkgroup. %will make appropriate changes. s ``, Bermuda Over -seeded Wzth: Cereal Rye`and Anrfual Ryegr. s <{ , C�irrently two types • of `ryegrass' arc befog used for'.winter overseeding its: field`s used for anirnal- waste management. ,.'Cereal rye is a winter ann6ai- smallgrain that looks_ smear °to wheat, barley and oats. A_nn6 1 era, _is a winter ai:inual grass that looks much_ ke tall',_ ; .. fescue. Both of these grasses. -.when growing during the' winter on berrr3Ida sod; c significant impact on subsequent bermuda yields. In effect, the total yie'I&IToia an=^acre i growing the combination of bermuda with these winter annuals will usually yield between'f=2:a tons ore per acre than bermuda growing alone for the year. Therefore, the total amotiiif:.o m PAN /acre for the year is about 100 Ibs more than for bermuda alone. Although cereal ryc_affd annual r-yegrass are suitable crops-Tor.overseeding, the management of thr crops are differeat and thus practices implemented are dependent on the crop selected_ r:! tom:: Llew :11:. fY:'-ri}V- n n xill ()cpati lefll 6I Crop Scioncc g�rr� �ni�e;;e� G=� � :[<eA1YrM1rJ rdlVcv� CUi0QQ of h9'6_u 111E k end Lif a Sclpnr r, CaInpu, Hot '6?0 r-tdlnfgh_ NC 27696 7620 919 Si5.2647 . 91 t'-515 79.h t:n.() The cereal rvc shoulu i:-� punted by Octoh�_r i S to p.-ovide the best t ppc:tc:nit); ;c _-c° growth. The most o-r-:isrcnt stands are obtLp.ed L"TLm drilling rye,in(o Shoe Oess than 3 inches tall) bermudacr -s sod. 11 drilling, is net pCic_i'L_,:c, the seeds may he bro:,dc_<t on short bermuda sod followed h_. a iight cultivation wi-h a ei :- or tillage iml cmcent. The su.:i rig rate for broadcast p!.an,ir! jf' sf.cds should i - 1 .5 tdn:s ttte rate for &II1e(i seeds. The last application 01 -inimal waste is to be applied to One b:.-rmuda prior to .autust application of 50 )bs/a-r: of Plant .q:-�Lilabl.t ,N (PAN) mAy be applied between September 1 S and October 3.0. An 2dIitional 50 lbs/acre of PAID' may bz applied in 1=ebruafy-March. k'rye grov-rth is har,,ested or, ,hike and does not sigFUficanti� sh&de the bermuda, P.- rates for the subscquent b`t-muda crop are based on realistK_ yield: of bermuda. A harvest is rcquised prior to,heading or f,-prd 7, which ever comes first. This i; necessary to minimize the poteimal for shading bermuda. and reducing its yields- Tile 1'AN rate for grazed systems with bermuda oversecded with cerca€ rye must be reduced in ccordance %with NTRCS Technical S:anda,-d #54r1 Annual Ryep-ass Annual.ryegrass should be planted by October 15 to pro�•ide. the best opportunity to get winter growtlL The most consistent stands are obtained from drilling ryegrass into shoe. (less than 3 inches tall) be=udagrass sod. If drilling is not possible, the seeds may be broadcast on shoe bermuda sod followed by a light cultivation with a disc or tillage implement- The seeding rate far. broadcast planting of seeds should be 1.5 tunes the rate for drilled seeds. The last application of animal waste is to be applied to the - bermuda prior Co..August 31. An application of 50 lbs/acre of (PAN) "may be applied between -September 15. and.October.30- ' An additional 50, lbs/acrc_ of PAN may be applied in. February -March .If ,additional PAN is applied Lo the ryegrass in April -May, the PAN rate for- the`-bermuda must: b*: reduced ' by a ' corresponding arrbunt:. This is necessary because: ryegrass_'gzowth _during;: April -May. Will reduce berrnuda yields and'shorten the time berrrwda.can fully'Uldize the N. 1' arve'st is required by .beading -'-or April 7, which ever comes First to. prevent, shading of emergiDg m beruda '"during .-April-May period.. To -=favor 'the production' of. the berrriuda, additional harvests of ryegrass .Trill be required when the ryegrass canopy reaches 12 to 15 inches height. The PAN rate for grazed systems with bermuda ok'crset ded with annual ryegrass must be reduced in accordance with NRCS Technical Standard #590.. = Duvilrulmrt" V, ^I I lK No M Ceck w CWley;a elf afl, _u(wre 0-,nI d. xlGre[o Carnf�t FC. %ZC dt45:5�rill 1_1111rtcd ddl,:� are a:' ;'able On lh1,- re.sp onsc of njni3Lrcis;z to lz Ycis Uf :-;1J ScQ I l}'p�j In -Nonni Cafoiin- Hnu'evur: witil ,Urlher djt ij COl1CCI.Cd. 111C iU11C�'�Lnp. _llitit:l-lf.lt r[t:.}' 1)e used 1. On-�an•�' tee:.".&Cd Sol Is iit -t a u--elf 'ifaln �'r �'3:Ct'SSi�c:l� wet— i1�3�r1Cd, - 'rt�'Lr 1'. S If! `.Icid �ifnildr !o ,ybrld a[ sirttil:ir PAN rau-s. 2. On h:-av :- textured soils tha: arc:)OOFIVAO salll whal poorly' dr_:nCd. cama_.,ra» rnati• 1.5 3 tirr>vs more than hybs•id bcmiudd. Ga-m2grass stabli;hes Slowly and will not usually produce much na-r eslabk (Drake durin, the estabiishnicni k,c<u'. It is bcsi'lo alJo%v ahP gro\,-'[h the .seedl;nu.yca to accumulate for most or a: t season; if it is ic. Lea harvested, it should be- done after lbiJ seed:: ad forniatior! on a majority or the plants. Theretore, PA1� Eor the scedlin� �ea_r should D_• rnodil`iecl accord.ir.gly. Overs,-tiding gzmagrass with winter annuals is not CUfTe-f !v ad�'ised bzcdLse [1-L,-- bar-•esiing or ara7ing management of [lye winter Lwival crops duri�n; Februarv-Apfli ou'td i:c detri rental to the suryival of camas-,rass. Gamavrass should not nominally be harvested or axed below 6-8 inches siubble- Application rates are to be based can the realistic N rates that address the N. needs per ton of hay, a realistic yield and an appropriate application window. When harvested as hay in the 24- 36 inch Stage of growth, the N rate ranges from 40-50 Ibslton of dry tarter. The PAN rate for grazed systems must be reduced in accordance'wiih NRCS Technical Standafd #590. The application window for garm-rass is slightly earlier than for bermuda,.garnagrass starts growing about 3-4 weeks earlier chart Coastal bermudagrass' and about 2-3 weeks earlier than Tifton-44_ Garnagra_ss is dormant from frost to March. The:lasi application of PAN_ in' the summer should be prior to'August 31. Rescuegrass (i.e. !vfarua) Rescuegrass is a coal season grass and makes most of its- growth from March-Jurie and September-Novernber. It should receive most of its N during the Septetaber-October' and. late February through May months. Limited data are available for realistic yields of rescuegrass on various soils and at various N levels in Nortll Carolina. However, until further data is collected the following suggestions may be -'useful_ 1. On sandy, wcU drained to excessively drained soils, rescuegrass may yield 1.5- 3 times fescue, assuming a uniform and dense stand of grass is preseaL. I. , , , it I—% '.'i L1. . 'W -, TWOMMncn! of Crop CcIlaou of AL1,4ckAlUrz bnrl I rr� Campus BOX YCO HdIvigh, NC 27�AS-7e-;10 90 51S 2&47 S. 1COCLA.gras; nmy yield 7.0 10 1"ms as nwch v WKWc. Of, soils where hush 2re uvelkl adapted IA vie I ds of resctl:-.gr a.) S i I I a v i I,-' S than Now The A= RYI! canaries assume tti:ai siariel is mA.iwairled Annueh natyal rcwedj� C cry Y,_.jf. Aitjmuldj uscuegrass A a -petornial- it does not nLir,t.rlrl densc, satislacwwy stands unicss n is Awed to reseed Anry yeir Rai under [his managwrant it is hkoh' that disca-Se v;dl d[Tect orte or more �-:rowihs ;.n soma,: years. Application I-,ijcS are to be based an the reabs.c N rates that address the N needs per ton of hay, a realistic yield and an approphate appli__Lion "-u)do%w. When haivtsLed as hay LK N rate is OHIO to other cool Seawn grasses such as fescue !. raiicblg from 40-50 lbs/ion. Rescuegrass may also contbiue some growth June-Aueusl if moisture is available. DLuing, these of'!_ -seasons• rcscucgraSS should not recciv.tore than about 25 lbs Nl/acrc/rnonth. Ortly apply 25 lbs N/acre- bi June -August. if the cquiv-1itnE of 1-inch 0 1 water can oe app . uce at the saint; iirnc- If the crop does not respond with at hot a 1000 lbs of growth within a 3-5 week period do not make anoitier application until the plants ha%;e had the opportunity to use the previous application. NCSU-MEMORANDUM PUMPING GUIDELINES PUMPING DATES FOR BERMUDA WHEN OVFRSEEDED SMALLGRAIN USES HIGHER -THAN 50lbs N/AC RATE APRIL-AUGUST,31 (ONLY ACCEPTABLE PUMPING TIMES) PUMPING DATES FOR SG(SMALLGRAIN) USING OVER 50lbs N/AC RATES (BERMUDA SHOULD BE LESS THAN 3in TALL PRIOR TO PLANTING) SMALLGRAIN CROP SHOULD BE PLANTED.BY OCTOBER,15 FIRST PUMPING [SEPTEMBER,15 THRU OCTOBER,301 (APPLICATION AMOUNT NOT TO EXCEED 50lbsN/AC) SECOND PUMPING (FEBRUARY THRU MARCH,31] (APPLICATION AMOUNT NOT TO EXCEED 50lbsN/AC) CROP MUST BE HARVESTED PRIOR TO HEADING OR APRIL,7 WHICH EVER COMES FIRST ANIMAL WASTE MANAGEMENT SYSTEM OPERATOR IN CHARGE DESIGNATION FORM ANIMAL WASTE MANAGEMENT SYSTEM: Facility ID Number: I -- 33 R -County:p OPERATOR IN CHARGE —D r I G n hR Home Mailing Address T 4-tf City ; t'�— 14 ; State IV .�Q Certificate # Social Security #_ Work P e jj S— Home Phone Signature 77Rk' 0 - -G Date '8— 1 G' -- ) q Mailing Address 13$ & k4a P a city _._?,'o k 4s 1l State N_Cr - Zip Telephone# Signature lun4 Date Please Mail to: - WPCSOCC Division of Water Quality 1618 Mail Service Center Raleigh, N.C. 27699-1618 w. OF W AT F o�9QG 0 '•C Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality October 31, 2008 D Brian J. Kennedy 0 C T S 12008 Brian Kennedy # 2 138 Baker Road BY: Pink Hill, NC 28572 Subject: Certificate of Coverage No. AWS310338 Brian Kennedy # 2 Animal Waste Management System Duplin County Dear Brian J. Kennedy: In accordance with your Notification of Change of Ownership received on October 27, 2008, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Brian J. Kennedy, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG 100000. This approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CAWMP) for the Brian Kennedy # 2, located in Duplin County, with an animal capacity of no greater than an annual average of 2448 Feeder to Finish swine. If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows. The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void Certificate of Coverage Number AWS310338 dated October 1, 2004. 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. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please pav careful attention to the record keeping and monitoring conditions in this permit. If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 An Equal Opportun4/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper t Carolina ura!!y Telephone: (919) 733-3221 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 Customer Service: (877) 623-6748 Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per 15A NCAC 02T .011 I(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field. Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS standards and the permit is rescinded by the Division. Please be advised that any violation of the terms 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. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least-180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division 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 permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our Wilmington Regional Office. The Regional Office Aquifer Protection staff may be reached at (910) 796-7215. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-3221. Sincerely, for Coleen H. Sullins Enclosures (General Permit AWG 100000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Duplin County Health Department ' Duplin County Soil and Water Conservation District Wilmington Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AWS310338 -338 0 MAY 3 0 2003 Nutrient Management Plan For Animal Waste Utilization_' _v"` "J �--'� This plan has been prepared for: Johnny Futral Farm Johnny Futral 396 Pink Hill Road Pink Hill, NC 28572 910-298-3329 05-22-2003 This plan has been developed by: Angie B. Quinn Duplin Soil & Water Conservation PO Box 219 Kenansville, NC 28349 910-296-2120 Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning anima_ ] waste management that are included with this plan. a09'�-4� fp,�;L 1�o Signature weer) D to 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 n Plan Appro, Date - ---------------------------- -------------------------- --•--------------------------------------------- 108587 Database Version 2.0 Date Printed: 05-22-2003 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. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5227 Incorporated 8976 Injected 9885 Irrigated 5681 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 7,114.30 2,863,305 -594,009 Year 2 6,904.36 2,779,445 -510,149 - 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 Sununary Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 4939 H10 2.46 2.46 NIA Autryvilic Hybrid Bermudagrass Hay 5.5 Tdns 4939 H11 2.321 2.32 N/A Autryville Hybrid Bermudagrass Hay 5.5 Tons 4939 H12 2.32 2.32 N/A Autryville Hybrid Bermudagrass Hay 5.5 Tons 4939 H13A 1.46 1.46 N/A Autryville Hybrid Bermudagrass Hay 5.5 Tons 4939 H6 2.08 2.08 NIA Autryville Corn, Grain 85 bu. Wheat, Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 4939 H7 2.80 2.80 NIA Autryville Corn, Grain 85 bu_ Wheat, Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 4939 H8 2.05 2.05 NIA Autryville Fescue Pasture 1.5 Tons 71692 H13B 1.46 1.46 NIA Autryville Corn, Grain 85 bu. Wheat, Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 71692 H14 1.93 1.93 N/A Autryville Corn, Grain 85 bu. Wheat, Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 71692 H 15 1.91 1.91 NIA Autryville Corn, Grain 85 bu. wheat, Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 71692 H 16A 1.03 1.03 NIA AutryAlle Corn, Grain 85 bu. Wheat, Grain 45 bu. Soybeans, Manured, Double Crop 25 bu. 71692 H16B 1.03 1.03 NIA Autryville Fescue Pasture 1.5 Tons 71692 H17 1.981 1.98 NIA Autryville Fescue Pasture 1.5 Tons 7541 HI 2.49 2.49 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 H2 1.61 1.61 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 H3 1.24 1.24 N/A Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 H4 1.14 1.14 NIA lForeston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 108587 Database Version 2.0 Date Printed 5/22/2003 PCS Page Page I of 2 NOTE: Symbol * means user entered data. Planned Crops Summary Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 7541 H5 3.13 3.13 NIA Foreston Corn, Grain 120 bu. Wheat, Grain 5jbu' Soybeans, Manured, Double Crop 3 PLAN "TOTALS: 34.44 34.44 LI 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 leaching below the root zone_ High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 108587 Database Version 2.0 Date Printed 5/22/2003 PCS Page Page 2 of 2 NOTE: Symbol * means user entered data. 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 Traci Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (Ibs/A) Comm. Fert. Nutrient Applied (Ibs/A) Res, (Ibs/A) Applic. Method Manure PA NuttientA pplied (ibs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 4939 H10 S7 Autryville 2.46 2.46 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 107.45 0.00 264.33 0.00 4939 Hit S7 Autryville 2.32 2.32 Hybrid Bermudagrass Hay 5.5 Tons 311-9/30 269 0 0 Irrig. 269 107.45 0.00 249.29 0.00 4939 H12 S7 Autryville 2.32 2.32 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 249.28 0.00 4939 Hl3A S7 Autryville 1.46 L46 Hybrid Berrnudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig, 269 107.45 0.00 156.98 0.00 4939 116 S7 Autryville 2.08 2.08 Corn, Grain 85 bu. 2115.6/30 104 0 0 brig. 104 41.54 0.00 86.41 0.00 4939 t16 S7 Autryville 2.08 2.08 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 57 22.85 0,00 47.52 0.00 4939 117 S7 Autryville 2.80 2.80 Corn, Grain 85 bu. 2/15-6/30 104 0 0 Irrig. 104 41.54 0.00 116.32 0.00 4939 H7 S7 Autryville 2.80 2.80 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 57 22.85 0.00 63.97 0.00 4939 118 S7 Autryville 2.05 2.05 Fescue Pasture 1.5 Tons 8/1-7/31 55 0 0 Irrig. 55 21.97 0.00 45.04 0.00 71692 H13B S7 Autryville 1.46 1.46 Cum, Grain 85 bu. 2/15-6/30 104 0 0 ]Trig. 104 41.54 0.00 60.65 0.00 71692 H13B S7 Au"ille 1.46 1.46 Wheat, Grain 45 bu. 9/1-3131 104 0 0 Irrig. 57 22.85 0.00 33.36 0.00 71692 H 14 S7 Autryville 1.931 1.93 Cum, Grain 85 bu. 2115-6/30 104 0 0 brig. 104 41.54 0.00 80.18 0.00 71692 H14 S7 Autryville 1.93 1.93 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 57 22.85 0.00 44.10 0.0 71692 H15 S7 Autryville 1.91 1.91 Com, Grain 85 bu. 2/15-6/30 104 0 0 brig. 104 41.54 0.00 79.35 0.00 71692 H15 S7 Autryville 1.91 1.91 Wheat, Grain 45 bu, 911-3/31 104 0 0 Irrig. 57 22.85 0.00 43.64 0,00 71692 H16A S7 Autryville 1.03 1.03 Com, Grain 85 bu. 2/15-6/30 104 0 0 brig. 104 41.54 0.00 42.79 0.00 108587 Database Version 2.0 . Date Printed: 5/22/2003 WUT Page Page l of 4 Waste Utilization Table Year l Tract Field Source 11) Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Regd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res, (lbs/A) Applic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) liquid Manure Applied (Field) Solid Manure Applied (Field) N N N 1V 1000 gal/A Tons 1000 gals tons 71692 H16A S7 Autryvilie 1.03 1.03 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 57 22.85 0,00 23.53 0.00 71692 H16B S7 Autryville 1.03 1.03 Fescue Pasture 1.5 Tons 8/1-7/31 55 0 0 irrig. 55 21.97 0,00 22.63 0.00 71692 1117 S7 Autryville 1.98 1.98 Fescue Pasture 1.5 Tons 8/1-7/31 55 0 0 Irrig. 55 21.97 0.00 43.50 0,00 7541 Hl S7 Foreston 2.49 2.49 Small Grain Oversecd 1.0 Tons 10/1-3/3) 50 0 0 Irrig. 50 19.97 0.00 49.73 0.00 7541 H1 S7 Foreston 2.49 2.49 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 109.45 0.00 272.52 0.00 7541 H2 S7 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19,97 0.00 32.16 0,00 7541 H2 S7 i, Foreston 1.61 1.61 Hybrid tlermudagrass Hay 6,0 Tons 3/1-9/30 274 0 0 Irrig. 274 109.45 0.00 176.21 0.00 7541 H3 S7 Foreston 1.24 1.24 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 24.77 0.00 7541 H3 S7 Foreston 1.24 1.24 Hybrid Aermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 109,45 0.00 135.71 0.00 7541 H4 S7 Foreston 1.14 1,14 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 22.77 0.00 7541 H4 S7 Foreston 1.14 1.14 Hybrid Bermudagnass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 109.45 0.00 124.77 0.00 7541 HS S7 Foreston 3.13 3.13 Corn, Grain 120 bu. 2/15-6130 137 0 0 Inig. 137 54.72 0.00 171.28 0.00 7541 115 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 9/1-3/31 115 0 0 I Irrig. 1 63 32.16 0.00 100.65 0.00 2,863.30 2,269.30 -594.01 0.00 0.00 0.00 Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 108587 Database Version 2.0 Date Printed: 5/22/2003 WUT Page Page 2 of Waste Utilization Table Vear 2 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fert. Nutrient Applied (lbs/A) Res, (lbs/A) Appiic. Method Manure PA NutrientA pplied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 4939 HIO S7 Auttyville 2,46 2.46 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 264.33 0.00 4939 HI1 S7 Autryville 2.32 2.32 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 249.28 UO 4939 H12 S7 Autryville 2.32 2.32 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9130 269 0 0 Irrig. 269 107.451 0.00 249.28 0.00 4939 1113A S7 Autryville 1.46 1.46 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 107.45 0.00 156.88 0.00 4939 H6 S7 Autryville 2.08 2.08 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 47 18.69 0.00 38.88 0.00 4939 H6 S7 Autryville 2.08 2.08 Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 83.08 0.00 4939 H7 S7 Autryville 2.80 2.80 Wheat, Grain 45 bu. 911-3/31 104 0 0 Irrig. 47 19.69 0.00 52.34 0.00 4939 H7 S7 Autryville 2.80 2.80 Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 ]Trig. 100 39.94 0.00 111,84 0.00 4939 1-18 S7 Autryville 2.05 2.05 Fescue Pasture 1.5 Tons 8/1-7131 55 0 0 Irrig. 55 21.97 0.00 45.04 0.00 71692 H13B S7 Autryville 1.46 1.46 Wheat, Grain 45 bu. 911-3131 104 0 0 Irrig. 47 18.69 0.00 27.29 0.00 71692 H13B S7 Autryville 1.46 1.46 Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig, 100 39.94 0.00 58.32 0.00 71692 H14 S7 Autryville 1.931 1.93 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 47 18,691 0.00 36.08 0.00 71692 H14 S7 Autryville 1.93 1.93 Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 Irrig. 100 39.94 0.00 77.09 0.00 71692 H15 S7 Autryville 1.91 1.91 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 47 18.69 0.00 35.71 0.00 71692 H15 S7 Autryville 1.91 1.91 Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 [rrig. 100 39.94 0.00 76.29 0.00 71692 H16A S7 Autryville 1.03 1.03 Wheat, Grain 45 bu. 9/1-3/31 104 0 0 Irrig. 47 18.69 0.00 19.25 0.00 71692 1116A S7 Autryville 1.03 1.03 Soybeans, Manured, Double Crop 25 bu. 4/1-9/15 100 0 0 ]Trig. 100 39.94 0.00 41.14 0.00 71692 1116B S7 Autryville 1.03 1.03 Fescue Pasture 1.5 Tons 8/1-7/31 55 0 0 brig. 55 21.97 0.00 22.63 0.00 71692 H17 S7 Autryville 1.98 1.98 Fescue Pasture 1.5 Tons 8/1-7/31 55 0 0 Irrig. 55 21.97 0.00 43.50 0.00 7541 H1 S7 Foreston 2.49 2.49 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97 0.00 49.73 0.00 7541 H1 S7 Foreston 2.49 2.49 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 109.45 0.00 272.52 0.00 7541 H2 S7 Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 19.97 0.00 32.16 0.00 108587 Database Version 2.0 . Date Printed: 5/22/2003 WUT Page Page 3 of 4 Waste Utilization Table Year 2 Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd (lbs/A) Comm. Fen. Nutrient Applied (lbs/A) Res. (lbs/A) Applic. Method Manure PA NutrientA pplied (lbs/A) liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 7541 H2 S7 Foreston 1.61 1.61 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig. 274 109.45 0.00 176.21 0.0 7541 H3 S7 Foreston 1.24 1.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 24.77 0.00 7541 113 57 Foreston 1.24 1.24 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 274 0 0 Irrig, 274 109.45 0,00 135.71 0.00 7541 H4 S7 Foreston 1. i4 1.14 Small Grain Overseed 1.0 Tans 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 22.77 0.00 7541 H4 S7 Foreston 1.14 1.14 Hybrid Bermudagrass Flay 6.0 Tons 311-9/30 274 0 0 Irrig. 274 109.45 0.00 124.77 0.00 7541 115 S7 Foreston 3.13 3.131 Wheat, Grain 55 bu. 911-3131 115 0 0 Irrig. 52 27.561 0.00 86.27 0.00 7541 HS S7 Foreston 3.13 3.13 Soybeans, Manured, Double Crop 34 bu. 411-9/15 133 0 0 Irrig. 133 53.13 0.0 166.28 0.00 2,779.45 2,269.30 -510.15 NAM 0.00 0.00 0.00 Notes: I. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 108587 Database Version 2.0 L Date Printed: 5/22/2003 WUT Page Page 4 of 4 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) 4939 1110 Autyville 0.60 1.0 4939 H l l Autryville 0.60 1.0 4939 H 12 Autryville 0.60 1.0 4939 H13A AuWyville 0.60 1.0 4939 H6 Autryville 0.60 1.0 4939 H7 Autryville 0.60 1.0 4939 1-18 Autryville 0.60 1.0 71692 H13B Autryville 0.60 1.0 71692 H14 Autryville 0.60 1.0 71692 H15 Autryville 0.60 1.0 71692 H16A Autryville 0.60 1.0 71692 H16B Autryville 0.60 1.0 71692 H17 utryville 0.60 1.0 7541 H1 Foreston 0.50 1.0 7541 H2 Foreston 0.50 1.0 7541 H3 Foreston 0.50 1.0 7541 H4 Foreston 0.50 1.0 7541 HS Foreston 0.50 1.0 108587 Database Version 2.0 Date Printed 5/22/2003 IAF Page Page 1 of 1 NOTE: Symbol * means user entered data. The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table 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 Feeder -Finish Lagoon Sludge - Standard Corn 120bu 150 13.16 30.69 61-38 92.07 Hay 6 ton R.Y.E. 300 26.32 15.34 30-69 46.03 Soybean 40 bu 160 14.04 28.77 57.54 86.31 ----------------------------------- •-------------------------------------------------------------------------------------------------------------•----------------------- 108587 Database Version 2.0 Date Printed: 05-22-2003 Sludge — a 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 Feeder -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 9/15 180 Plan Year Month Available Storage Capacity (Days) • 1 1 61 1 2 59 1 3 84 1 4 102 1 5 119 1 6 137 1 7 160 1 8 180 1 9 180 1 10 169 1 11 157 I 12 140 2 1 130 2 2 123 2 3 139 2 4 152 2 5 164 2 6 180 2 7 180 2 8 180 2 9 180 2 10 154 2 11 127 2 12 100 ' Available Storage Capacity is calculated as of the end of each month. -- ------------ ------------ - ---------------------------------------------------------- 108587 Database Version 2.0 Date Printed: 05-22-2003 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 offske 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. ---------------------------------------------------------------------------------------------------------------------------------------------------------- 108587 Database Version 2.0 Date Printed: 5/22/2003 Specification Page I 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 fail 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. ------------------------------------------------------------------------------------------------------------------------------------------------------------------- 108587 Database Version 2.0 Date Printed: 5/22/2003 Specification 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. -------------------------------------------------------------------------------------------------•-------------------------------------------------------- 108587 Database Version 2.0 Date Printed: 5/22/2003 Specification Page 3 t L Crop Notes The following crop note applies to field(s): H5 Corn I: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-301bs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): H 13B, H 14, H 15, H 16A, H6, H7 Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the retraining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. ------------------------------------------------------------------------------- ---------------------- ------------------------------------------- 108587 Database Version 2.0 Date Printed: 05-22-2003 CropNote Page Page 1 of 4 I The following crop note applies to field(s): H1, H2, H3, H4 Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): H10, HII, H12, H13A Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a. rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. - --------------------------------------------------------------------------------------------g----------------- 108597 Database Version 2.0 Date Printed: 05-22-2003 CropNote Page Page 2 of 4 t a • The following crop note applies to field(s): 1116B, H17, H8 Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained Adaptation: Marginal. In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.57 deep for pure stands, 0.25" in mixture with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do'not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): H1, H2, H3, H4 Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): H5 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 sced/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 ibs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. ----------------- ------------------------ ---------------------------------------------------------------------------------------------------------- 148587 Database Version 2.0 Date Printed: 05-22-2003 Crop Note Page Page 3 of 4 The following crop note applies to field(s): H13B, H14, H15, H16A, H6, H7 Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 112" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): H5 Double -Crop Soybeans; Coastal Plain: Mineral Soil, low -leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbslacre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. The following crop note applies to field(s): H1313, H14, H15, H16A, H6, H7 Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. ----------------------------------------------------------- ------------------------------------------------------------------------------------------ 108587 Database Version 2.0 Date Printed: 05-22-2003 Crop Note Page Page 4 of 4 302 N Main Street PO Box 219 Kenansviiie. NC 2&349 Duplin Soil & Waxer Conservation March 28, 2002 Mr. Dean Hunkele NCDENR 127 Cardinal Drive Extension Wilmington, NC 28504-3845 Dear Mr. Hunkele: APR 0 3 202 This letter is response to a request for a wettable acre determination on the Johnny Futral Farm, Facility #31-338 in Duplin County. Mr. Futral has been in contact with our office and is in the process of receiving a certified irrigation design from Mr. Kraig Westherbeek of Murphy -Brown. Duplin Soil & Water and Murphy -Brown have been working with him for several months, and hopefully will have an approved design very soon. I will forward a copy of his wetted acres/nrigation design as soon as it is available. Please contact me if you need additional information Sincerely, Iq Angie B. Quinn District Technician Cc: Mr. Kraig Westerbeek, Murphy -Brown Mr. Johnny Futral Mr. Dean Bingham, NRCS Mr. Chris Smith, NRCS Soil & Water, Yours for Life... Duplin Soil a Wrier Coosemilon 302 N Main Smear ♦ PO Box 219 ♦ Kenansville, NC 28349 Phone 910-2W2120 ♦ Fax 914-2W2122 September 12, 2001 Mr. Dean Hunkele NCDENR 127 Cardinal Drive Extension Wilmington, NC 28504-3845 Dear Mr. Hunkele, to SEP 14 Zop1 This letter is in response to a request for a wettable acre determination on the Johnny Futrai Farm, Facility Numbee.131-338'in Duplin County. Mr. Futral has been in contact with our office and is in the process of getting a certified irrigation design from Mr. Kraig Westerbeek of Murphy Family Farms. Duplin Soil & Water along with Murphy Family Farms have been working with him for several months, and hopefully will have an approved design very soon. I will forward a copy of his wetted acrestirrigation design as soon as it is available. Please contact me if you need more information or have additional questions or comments. I can be reached at the above address and number Monday through Friday from 8:00 AM til 5:00 PM. %%Sincerely Angie B. Quinn District Technician Duplin Soil & Water cc: Mr. Kraig Westerbeek, Murphy Family Farms Mr. Johnny Futrell State of North Carolina Department of Environment and Natural Resources )AVGA(6 Michael F. Easley, Governor William G. Ross Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Johnny Futral Johnny Futral Farm 396 Pink Hill Road Pink Hill NC 28572 Dear Johnny Futral: August 9, 2001 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES Subject: Notification for Wettable Acre Determination Animal Waste Management System Johnny Futral Farm Facility Number 31-338 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 8/24199 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 DWQ within the next 180 days. If the needed modifications are not made and if the form is not returned within the required time, DWO 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. DW O 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 pern fitting 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, Grego . Thorpe, Ph.D. �� cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File Murphy Family Farms OF VA 'r6� Michael F. Easley, Governor William G- Ross Jr., Secretary North Carolina Department of Environment and Natural Resources j r Alan W. Klimek, P. E., Director Division of Water Quality May 1, 2003 Johnny Futral Johnny Futral Farm 396 Pink Hill Road Pink Hill NC 28572 Subject: Certificate of Coverage No. AWS310338 Johnny Futral Farm Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear Johnny Futral: On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General Permit AWG100000. Therefore, the General Permit has been. re -issued by the Division to extend the expiration date to October 1, 2004. During the period of this extension the Division will be working with all interested parties on the development of a new version of the Non -Discharge General Permit. In accordance with your application received on January 16, 2003 and in accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Johnny Futral, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. The issuance of this COC supercedes and terminates your previous COC Number AWS310338 which expired on April 30, 2003. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Johnny Futral Farm, located in Duplin County, with an animal capacity of no greater than an annual average of 2448 Feeder to Finish swine and the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows The COC shall be effective from the date of issuance until October 1, 2004. 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. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. If your Waste Utilization Plan has been developed based on site specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. WENR Non -Discharge Permitting Unit Internet httpJ/h2o.enr.stale_nc_us/ndpu 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone (919) 733-5083 Fax (919)715-6048 Customer Service Center . Telephone 1-877-623-6748 An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior.to restocking of the facility. Per NRCS standards a 100 foot separation shall be maintained between water supply wells -and any lagoon or any wetted area of a spray field. Please be advised that any violation of the terms 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- 215.5A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish, to continue the activity permitted under.the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division 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 permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our 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 Sue Homewood at (919) 733-5083 ext. 502. Sincerely, for Alan W. Klimek, P.E. Enclosures (General Permit AWG100000) cc: (Certificate of Coverage only for all cc's) Wilmington Regional Office, Water Quality Section Duplin County Health Department Duplin County Soil and Water Conservation District Permit File AWS310338 NDPU Files e Nutrient Management Plan For Animal Waste Utilization 12-06-2002 This plan has been prepared for: Johnny Futral Farm Johnny Fidral 396 Pink Hill Road Pink Hill, NC 28572 910-298-3329 This plan has been developed by: Angie B. Quinn Duplin Soil & Water Consenation PO Box 219 Kenansville, NC 28 �0-296-212D0 ' Signature Type of Plan: Nitrogen Only with Manure Only OwnerfManager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. 4 Signature (o«vner) Date Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural esources Cons ation Service or the standard of practices adopted by the Soil da Water Conk tion Commission. Plan Approved Technical Specialist 497331 Database Version 2.0 �l b tture D e ----------------------------------------------------------- --- ------------------------ ---------- Date Printed: 12-06-2002 Cover Page 1 N Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5227 Incorporated 8976 Injected 9885 Irrigated 5681 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 6,232.79 2,489,628 -220,332 Year 2 6,238-66 2,491,973 -222,677 Note: In source ID. S means standard source. U means user defined source- 497331 Database Version 2.0 Date Printed: 12-06-2002 Source Page I of I Narrative This plan has been written based on an irrigation design by Kraig Westerbeek, Murphy -Brown. The rates in this plan were taken from existing waste plan signed and dated August 1999. .......................... .....------------------............... 497331 Database Version 2-0 Date Printed: 12-06-2002 Narrative 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 Summ Tract Field Leaching Index (LI) Soil Series Crop Sequence RYE 4939 2,H6 N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu 4939 2,147 NIA Blanton Corn, Grain 60 bu Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu 4939 3,H8 NIA Blanton Fescue Pasture 1.5 Tons 49391 3,H9 NIA IBInton Fescue Pasture 1_5 Tons 71692 4,H10 NIA Blanton Small Grain Overseed LA Tons Hybrid Bermudagrass Pasture *4.5 Tons 71692 4,H11 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture *4.5 Tans 71692 4,H 12A NIA Blanton Small Grant Overseed 1.0 Tons Hybrid Bermudagrass Pasture *4.5 Tons 71692 4,1-112B NIA Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 5,H l3A NIA Blanton Small Grain Overseed I.0 Tons Hybrid Bermudagrass Pasture *4.5 Tons 71692 5,1113B N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 5.1114 N/A Blanton Corn, Grain 60 bu_ Wheat. Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 5,HI5 N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 71692 SMI6A N/A Blanton Corn, Grain 60 bu. wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 716921 6,HI6B N/A 181,ntn Fescue Pasture LS Tons 71692 F6,1117 N/A Blanton Fescue Pasture I.5Tons 7541 1,H1 NIA Foreston Small Gram Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 U12 N/A Foreston Small Grain Overseed I.0 Tans 497331 Database Version 2.0 Date Printed: 12-06-2002 PCS Page 1 of 2 NOTE: Symbol * means user entered data. Planned Crovs Summary Tract Field Leaching Index (LA Soil Series Crop Sequence RYE Hybrid Bermudagrass Hay 6.0 Tons 7541 1,H3 NIA Foreston Small Crain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 1,H4 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tans 7541 1,H5 NIA Fa..ton Corn, Gram 120 bu. Wheat, Gram 55 bu. Soybeans, Manured, Double Crop 34 hu LI Potential Leaching Technical Guidance Low potential to contribute to soluble None 2 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 Nutrient Management (590) should be planned. Other conservation practices that improve the soluble nutrient leaching below the soils available water holding capacity and improve nutrient use efficiency should be > 10 root zone. 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 (ther Strips (393) and Riparian Forest Buffers (391). 497331 Database Version 2.0 Date Printed: 12-06-2002 PCS Page 2 of 2 NOTE: Symbol ; means user entered data. 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. Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. Waste Utilization Table Vear 1 Tract Field Source I.D. Soil Series Total Acre Use. Acres Crop RYE Applic, I Period Nitrogen PA Nutrient Req'd Comm. Pert. Nutrient Applied Res. OVA) Applic. Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N 1bs1A 1000 al/A tons 1000 als tons 4939 2,H6 S7 Blanton 2.08 2.08 Corn, Grain 60 bu. 2l15-6130 71 0 0 brig. 71 28,36 0 58.99 0.00 4939 2.1-16 S7 Blanton 2,08 2.08 Wheat, Grain 35 bu. 911-3/31 78 0 0 Irrig. 43 17.14 0 35.64 0,00 4939 2.1-17 S7 Blanton 2.80 2.80 Com, Grain 60 bu. 2/15-6l30 71 0 0 )rriz 71 28.36 0 79.41 0.00 49391 2,H7 S7 Blanton 2,80 2.80 Wheat, Grain 35 bu. 9/1-3/31 781 0 0 brig. 43 17,14 0 47.98 0.00 4939 3.H8 S7 Blanton 1.39 1,39 Fescue Pasture 1.5 Tons 811-7131 54 0 0 Wig. 54 21.57 0 29.98 0.00 4939 3.1-19 S7 Blanton 0.40 0.40 Fescue Pasture L5 Tons 811-7/31 54 0 0 Irrig. 54 21.57 0 8.63 0.00 -71692 4,1-110 S7 Blanton 2.46 2.46 1 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 brig, 50 19.97 0 49.13 0.00 --71692 4,H10 S7 Blanton 2.46 2.46 Hybrid Bermudagrass Pasture •4.5 Tons 1 3l1-9130 *1701. 0 01 Irtig. 170 67.91 0 167.05 0.00 --71692 4,HI I S7 Blanton 2.32 2.32 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irria. 50 19.97 01 46,34 0.00 --71692 4,H11 S7 Blanton 2.32 2.32 Hybrid Bermudagrass Pasture 04.5 Tons 3/1-9/30 41170 OL 0 IrdR. l70 6791 0 157.54 0.00 _.-.._._......_ 497331 Database Version 2 Q Date Printed. 12/6/02 WUT Page 1 Waste IJ ili7ation Table Year 1 Tract Field Source I.D. Soil Series Total Acre Use. Acres Crop RYE Applic, I Period Nitrogen PA Nutrient Req'd Comm. Fert. Nutrient Applied Res, Obs/A) Applic. Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N Ibs/A 1000 Ral/A tons 1000 gals tons -71692 4,H12A S7 Blanton 1.05 1,05 Small Grain Overseed 1.0 Tons i011-3/31 50 0 0 IrriR. 50 19,97 0 20.97 0.00 --71692 4,H12A S7 Blanton 1,05 1,05 Hybrid Bermudagrass Pasture *4.5 Tons 3/1-9/30 *170 0 0 IrriR, 170 67.91 0 71.30 0.00 -71692 4,H12B S7 Blanton LOS 1.05 Corn, Grain 60 bu. 2/15-6/30 71 0 0 Irrig, 71 28.36 0 29.78 0,00 --71692 4,H12B S7 Blanton 1.05 1.05 Wheat, Grain 35 bu. 9/1-3/31 781 01 Irrig. 43 17.14 0 17.99 0.00 --71692 5,H13A S7 Blanton 1.46 1.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 IrriR. 50 19,97 0 29.16 0.00 -71692 5,H13A S7 Blanton 1.46 1.46 Hybrid Bermudagrass Pasture *4.5 Tons 3/1-9/30 *170 0 0 Irrig, 170 67,91 0 99.14 0.00 -71692 5,H13121 S7 Blanton 1.46 1.46 Corn, Grain 60 bu. 2/15-6/30 71 0 0 Irrig. 71 28.36 0 41.41 0.00 --71692 5,H13B S7 Blanton 1.46 1.46 Wheat, Grain 35 bu.1 911-3131 78 0 01 Irrig, 431 17.14 Ol 25.02 0.00 -71692 5,H14 S7 Blanton 2.62 2.62 Corn, Grain 60 bu. 2/15-6/30 71 0 0 ]frig, 71 28.36 0 74,30 0.00 -71692 5.H14 S7 Blanton 2.62 2.62 Wheat, Grain 35 bu. 911-3/31 7&1 0 0 Irrig, 43 17.14 0 44.90 0.00 --71692 5,H15 S7 Blanton 1.91 1.91 1 Corn, Grain 60 bu. 2/15-6/30 71 0 0 IrriR, 71 28.36 0 $4.17 0.00 -71692 5,Hl5 S7 Blanton 1.91 1,91 Wheat, Grain 35 bu. 911-3/31 78 0 0 Irrig, 43 17.14 0 32,73 0.00 -71692 S,H16A S7 Blanton 1.03 1.03 Corn, Grain 60 bu. 2115-6130 71 0 0 Irrig. 71 28.36 0 29.21 0.00 -71692 5,HI6A S7 Blanton .1.03 1.03 Wheat, Grain 35 bu. 9/1-3/31 78 0 0 Irrig. 43 17.14 0 17.65 0.00 --71692 6,HI6BdS7 Blanton 1.03 1.03 Fescue Pasture 1.5 Tons 811-7/31 54 0 0 IrriR, 54 2137 0 22.22 0.00 --71692 F6,H17Blanton 1.98 1.98 Fescue Pasture 1,5 Tons 9/1-7/31 54 0 0 IrriR. 54 21.57 0 42.71 0.00 7541 1,H!Foreston 2.49 2.49 Small Grain Overseed LD Tons 10/1-3131 SO 0 0 Irrig. 50 19,97 0 49.73 0.00 7541 l,HIForeston 2.49 2.49 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 0300 0 0 Irrig. 300 119.83 0 298.38 0.00 7541 1,H2Foreston 1.61 1.61 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 IrriR. 50 19.97 0 32.16 0.00 7541 1,H2Foreston 1.61 1.61 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9130 *300 0 0 Irrig. 300 119.83 0 192.93 0.00 7541 I,H3Foreston 1.24 1.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 D 0 lrriR. 50 1997. 0 24.77 0,40 7541 1,H3 S7 Foreston 1.24 1.24 Hybrid Bermudagrass Hay 6,0 Tons 3119130 •300 0 0 Irrig, 300 119.83 0 148.59 0.00 ..... ... ...... , 497331 Database Version 2.0 Date Printed: 12l6102 WUT fate 2 Tract Field Source I.D. I Soil Series Total Acre Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd Comm. Fert. Nutrient Applied Res. (1bs1A) Applic. I Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N I N N lbs1A 1000 I gal/Atons I 1000 Rals tons 7541 1,H4 S7 Foreston 1,14 1.14 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig, 50 19.97 D 22,77 0.00 7541 1,H4 S7 Foreston 1.14 1.14 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9130 •300 0 Q Irrig. 300 119.83 0 136.61 0.00 7541 i,H5 S7 Foreston 3.13 3.13 Corn, Grain 120 bu. 2115-6130 137 0 0 Irrig. 137 54.72 0 171.29 0.00 7541 1,H5 oreston 3.131 3.13 Wheat, Grain 55 bu. 9/1-3/31 115 0 0 Irrig. 63 25.26 0 79.09 0.00 Total Applied, 1000 gallons 2,489.63 Lagoon Liquids Total Produced, 1000 gallons 2,269.30 Balance, 1000 gallons -220.33 fir i ,f+�"'.' Total Applied, tons "`' "X'l 0.00 Manure Solids Total Produced, tons ' 0.00 Balance, tons II, 0.00 Notes: 1. In the tract column, symbol -- means leased, otherwise, owned. 2. Symbol " means user entered data. -- ----- ------ --.,__ ... .._... - ._._.-. _,..._ _ _.,_-,.._,.._... _.... ............_....... ,.,. __.,...,., ....,...,..,. .,..,.., ..... ,..... ......... .., .,.......... . 497331 Database Version 10 Date Printed. 12/6/02 WUT Page 3 Waefa T TfiN,7afinn Tahla A7--- ^1 Tract Field Source I.D. Soil Series Total Acre Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Req'd Comm. Fort. Nutrient Applied Res. OVA) Applic. I Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N Ibs1A 1000 al/A tons I 1000 izals tons 4939 2,H6 S7 Blanton 2.08 2,08 Wheat, Grain 35 bu. 9/1-3/31 7B 0 0 Irris, 35 14.02 0 29.16 0.00 4939 2,H6 S7 Blanton 2.08 2.08 Soybeans, Manured, Double Crop 21 hu. 4/1.9115 63 0 0 Irrig. 83 33.15 0 68.96 0.00 4939 2,H7 S7 Blanton 2.80 2.80 Wheat, Grain 35 bu. 9/1-3/31 78 0 0 Irrig. 35 14.02 0 39.26 0.00 4939 2,H7 S7 Blanton 2,801 2.80 Soybeans, Manured, Double Crop 21 bu, 4/1-9115 83 0 01 Irrig, 83 33.15 0 92.83 0.00 4939 3,H8 S7 Blanton 1,39 1.39 Fescue Pasture 1.5 Tons 8/1-7/31 54 0 0 Irrig. 54 21.57 0 29.98 0.00 4939 3,H9 S7 Blanton 0,40 0.40 Fescue Pasture 1.5 Tons 8/1-7/31 54 0 0 Irrig. 54 21.57 0 8.63 0,00 --71692 4,H10 S7 Blanton 2,46 2.46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irris, 501.19.97 0 49.13 0.00 -71692 4,H10 S7 Blanton 2,46 2,46 Hybrid Bermudagrass Pasture *4.5 Tons 3/1-9/30 $170 0 0 Irrig. 170 67.91 0 167.05 0.00 -71692 4,H1 I S7 Bunton 2.32 2.32 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irria. 50 19.97 0 46.34 0.00 -71692 4,H11 S7 Blanton 2.32 2.32 Hybrid Bermudagrass Pasture *4.5 Tons 3/1-9/30 *170 0 0 irrie. 170 67.91 0 157.54 0.00 -71692 4,H12A S7 Blanton 1,05 1,05 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0 20.97 0.00 --71692 4,H12A S7 Blanton 1,05 1.05 Hybrid Bermudagrass Pasture *4.5 Tons 3/1-9130 •170 0 0 Irrig. 170 67.91 0 71.30 0.00 -71692 4,H12B S7 Blanton 1.05 1.05 Wheat, Grain 35 bu. 9/1-3/31 78 0 0 brig, 35 14.02 0 14.72 0.00 --71M 4,H12B S7 Blanton 1,05 1,05 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irrig. 83 33.15 0 34.91 0.00 -71692 5.H13A S7 Blanton 1.46 1,46 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1rrig, 50 19.97 0 29.16 0.00 -71692 5,H13A S7 Blanton 1.46 1.46 Hybrid Bermudagrass Pasture *4.5 Tons 3/1-9/30 1701 0 01 Irrig. 170 67.91 0 99.14 0,00 -71692 5,H13B S7 Blanton 1.46 1.46 Wheat, Grain 35 bu. 9/1-3131 78 0 0 Irrig. 35 -14.02 0 20.47 0,00 --71692 5,H1313 S7 Blanton 1.46 1,46 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irrig. 93 33.15 0 48.40 0.00 -71692 5,H14 S7 Blanton 2.62 2.62 Wheat, Grain 35 bu. 9/1-3/31 78 0 0 irrig. 35 14.02 0 36.73 0.00 --71692 5.H14 S7 Blanton 2,62 2.62j Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irrig. 83 33,15 0 86.86 0.00 --71692 5,H15 S7 Blanton 1.91 Wheat, Grain 35 bu. 9/1-3/31 78 0 0 lrrie. 35 14.02 0 26.78 0,00 -71692 5,H15 S7 Bunton L1,91 1.91 1.91 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 lrrig. 83 33.15 0 63.32 0.00 49733I Database Version 2.0 Date Printed: 12/6/02 WUT Page 4 Waste Mization-Table Year 2 Tract I Field Source I.D. I Soil Series Total Acre Use. Acres I crop RYE Applic. Period Nitrogen PA Nutrient Req'd Comm, Fert. Nutrient Applied Res. (lbs/A) Applic, Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N lbs/A 1000 a11A tons 1000 gals Ions -71692 5,1-116A S7 Blanton 1,03 1.03 Wheat, Grain 35 bu. 9/1-3/31 78 0 0 Irrig, 35 14.02 0 14.44 0.00 -71692 5,H16A S7 Blanton 1.03 1.03 Soybeans, Manured, Double Crop 21 bu. 4/1-9/15 83 0 0 Irris, 83 33.15 0 '34.15 0.00 -71692 6.H16B S7 Blanton 1.03 1.03 Fescue Pasture 1.5 Tons 9/1-7/31 54 0 0 brig. 54 21.57 0 22.22 0.00 -71692 F6,H171 S7 Blanton 1.99 1.98 Fescue Pasture 1.5 Tons 8/1-7/31 54 0 0 Irrig, 54 21.57 0 42.71 0.00 7541 1,141 S7 Foreston 2.49 2.49 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 0 Irrig. 50 19,97 01 49.73 0.00 7541 1.141 S7 Foreston 2.49 2.49 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 $300 0 0 irria. 300 119.83 0 298.38 0.00 7541 LH2 S7 Foreston 1,61 1.61 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 4 Irrig, 50 19.97 0 32.16 0.00 7541 1,H2 S7 Foreston 1,61 1.61 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9130 $300 0 0 Irrig. 300 119.83 0 192.93 0.00 7541 LH3 S7 Foreston 1.24 1.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0 24,77 0,00 7541 1,H3 S7 Foreston 1.24 1.24 Hybrid Bermudagrass Hay 6.0 Tons 3/1-9/30 *300 0 0 Irrig. 300 l 19.83 0 148.59 0.00 7541 1,1-14 S7 Foreston 1.14 1.14 Small Grain Overseed 1,0 Tons 10/1-3/31 50 0 0 Irria. 50 19.97 0 22.77 0.00 7541 1,H4 S7 Foreston 1.14 1.14 Hybrid Bermudagrass Hay 6,0 Tons 3/1-9/30 *300 0 0 Irrig. 300 119,83 0 136.61 0.00 7541 LH5 S7 Foreston 3.13 3.13 Wheat, Grain 55 bu. 911-3131 115 of 0 Irrig. 52 20,67 0 64.70 0.00 7541 1,H5 S7 Foreston 3,13 3.13 Soybeans, Manured, Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0 166.28 0,00 Total Applied, 1000 gallons 2,491.97 F'�",WI Lagoon Liquids Total Produced, 1000 gallons 2,269.30"' Balance, 1000 gallons -222.68 + ' Total Applied, tons 1'' 0.00 Manure Solids Total Produced, tons 'r'�t�t� ;,', �„ , 0.00,� Balance, tons Y:ti' K 0.00 Notes: 1. In the tract column, symbol means leased, otherwise, owned. 497331 Database Version 2.0 2, Symbol * means user entered data. _. _ . _ ..... _ .._._..... .............. ..... ..._ Date Printed: 12/6/02 WUT Paae 5 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 ]tour 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 Sail Series Application Rate (inc-heahour) application Amount (inches) 4939 2.H6 Blanton 0.75 0.48 4939 2,H7 Blanton 0.75 0.48 4939 3,HS Blanton 0.75 0.48 4939 3,119 Blanton 0.75 0.48 7t692 4,1110 Blanton 0.75 0.48 71692 4,HlI Blanton 0.75 0-48 71692 4,1112A Blanton 0.75 0.48 71692 4,H12B Blanton 0.75 0.48 71692 15,H13A Blanton 0.75 0.48 71692 5,H13B BIanton 0.75 0.48 71692 5,H14 Blanton 0-75 0.48 71692 5,H15 Blanton 0.75 0,48 71692 5,H16A Blanton 0.75 0.48 71692 6,1-116B Blanton 0.75 0.48 71692 F6,H17 Blanton 0.75 0,48 7541 l,Hl Foreston 0.50 0.96 7541 1,112 Foreston 0.50 0.96 7541 LH3 Foreston 0.50 0.96 7541 11.H4 IForeston 0.50 0.96 7541 1 1,H5 I Foreston 0.50 0.96 .................. ............... ... ------ ......•... ........... ................... - -- ..... -• --• ------- ............................................ - 497331 Database Version 2.0 Date Printed_ 12-06-2002 1AF Page 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 fields should not be used for sludge application If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13. t6 30.69 61.38 92.07 Hay 6 ton R.Y.E. 300 26.32 1534 30.69 46.03 $o5bean 40 bu 160 14.04 28.77 57.54 96.31 497331 Database Version 2.0 Date Printed: 12-06-2002 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net 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 Canacitv Source Name I Swine Feeder -Finish IAgoon Liquid Design Storage Capacity(Days) Start Date 10/15 180 Plan Year Month Available Storage Capacity (Days) 1 1 107 1 2 106 . 1 3 134 1 4 154 1 5 173 1 6 180 1 7 180 1 8 180 1 9 180 1 10 168 1 11 160 1 12 145 2 1 137 2 2 132 2 3 155 2 4 172 2 5 180 2 6 180 2 7 180 2 8 180 2 9 t80 2 10 155 2 11 133 2 12 109 * Available Storage Capacity is calculated as of the end of each month. ............. ----------------- ----- -•----- -- ----- --- --- ---------------- .- .----...........----.--.-- ----.--.--.--.--...----...-.... 497331 Database Version 2.0 Date Printed: 12-06-2002 Capacity Page I of 1 Required Specifications For Anima! Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter .strips are installed where runoff leaves the field (see USDA, MRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled ,crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). ---------- ---- ------------------------------ ------------- ---- ---- .-- .. -- .-------.------.-------.--.--.---.----.--. -- .-- _...- ..-.... -- ----.- 497331 Database Version 2.0 Date Printed: 12/6102 Specification Page 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offske or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Wastelnutrient 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. ------------- ------------------------ --- ------------------------- - ------------- ---------------------------------------- --------- ------- ---... -- ...................... 497331 Database Version 2.0 Date Printed: 12/6/02 Specification Pape 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. ................---................................ ---------------..------------ -------------------------------------- ---- --------- --- ------- -------------------- .. 49733 l Database Version 2-0 Date Printed: 12I6/02 Specification Page 3 " "Nf - 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. 497331 Database Version 2.0 Date Printed: 12/6/02 Snecilication Page 4 Crop Notes The following crop note applies to field(s): 1,H5 Corn l: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant I-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn- Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 2,H6, 2JU, 4,H12B, 5,1113B, 5,H14, 5,H15, 5,H16A Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees Fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. increase the seeding rate by 10% when planting no -rill. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants- An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. --------------•----- ..------.--.-- ---•-•---- --- - ----------• - - ....... ----------------•- -- - ---------------........... - - 497331 Database Version 2.0 Date Printed: 12-06-2002 Crop Note Page 1 of 6 The following crop note applies to field(s): 1,H1, 1,H2, 1,H3, 1,H4 Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in placeto achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. l to Mar. 3 1 - Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row- For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of time, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. Thefollowing crop note applies to field(s): 3,H8, 3,H9, 6,HI6B, F6,H17 Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained Adaptation: Marginal. In the Coastal Plain. tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional information or consult your regional agronomist or extension agent for asslstanee. ....................................... ---------------------------------­---- -- -- --- ---------- • --------- -------------------------- .. 497331 Database Version 2.0 Date Printed: 12-06-2002 CropNote Page 2 of 6 The following crop note applies to field(s): 1,111, 1X, 1,H3, 1JU Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushelslacre and rye at 1-1 1/2 bushelslacre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): 4,1110, 4,1111, 4,1112A, 5,1113A Small Grain: CP, Mineral Soil, medium leachable 1n the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. ------------------------------------------------------------------------------------------------ -------•------------------------------------ ----------- 447331 Database Version 2.0 Date Printed: 12-06-2002 Crop Note Page 3 of 6 The following crop note applies to field(s): 4,H10, 4,H11, 4,1412A, 5,H13A Bermudagrass: CP, Mineral Soil, Moderately Well Dramed. Adaptation: Well -adapted. In the Coastal Plain, hybrid Brrmudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaded 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and duly. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): 1,H5 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time- See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide"- Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. ---------------- -- ------- ---- . . - .. .--------------------- ­-.-- - _ ---------- •--------- --- -............ 497331 Database Version 2.0 Date Printed: 12-06-2002 CropNote Page 4 of 6 The following crop note applies to field(s): 2,H6, 2,H7, 4,H12B, 5,H13B, 5,H14, 5,H15, 5,H16A Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 1,H5 Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting- Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. ........................... .............................. -- .--- ..-- ...--­-.--..... ---- --............................. ..... -- . .--..---. 447331 Database Version 2.0 Date Printed: 12-06-2002 Crop Note Page 5 of 6 The following crop note applies to field(s)- 2,H6, 2,H7, 4,HI2B, 5,HI3B, 5,H14, 5,H15, 5,H16A Double -Crop Soybeans, Coastal Plain: Mineral sod, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seedfrow foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans- Timely management of weeds and insects is essential for profitable double crop soybean production. -------------------------------------I----------------------------------------------------.................... ........... ...... ------- --- ------ --- .---- -------- 497331 Database Version 2.0 Date Printed: 12-06-2002 Crop Note Page 6 of 6 r . 302 N Main Street PO Box 219 Kenansville, NC 28349 Duphn Soil & Water Conservation May 14, 2003 Mr. Dean Hunkele NCDENR 127 Cardinal Drive Extension �►. Wilmington, NC 28504-3845 Dear Mr. Hunkele: `'•. This letter is response to a request for a wettable acre determination on the Johnny Futral Farm, Facility #31-338 in Duplin County. Mr. Futral has been working with this office, Murphy -Brown and the North Carolina Agriculture Cost Share Program and has now installed a certified irrigation system on his farm. Included in this package are copies of his Irrigation Design, Waste Utilization Plan and Maps. Please contact me if you need additional information. Sincerely, Angie B. Quinn District Technician Cc: Mr. Kraig Westerbeek, Murphy -Brown Mr. Johnny Futral Soil & Water, Yours for Life... 01 f oot o cm out TWOS O1HdVHO I gv 501 t cL9J LI r 1 Orb i of. q'vd)) for t V/v A L r.wv� Id IV 6k- OB V /v IT OOL Ohl; 01 — ---- --- ----- L I IV L w D 1111 Ott viv Nit, ly viv OLD t g C�' C --. 1c':1 IAN, 4 V'2 031 Doti il 'W*e T e- Y .4 ; tj 40it .Lno It Sheet 1 4A�cSf CTj ')-.2s—o3 IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: Johny Futral Address: 396 Pink Hill Rd. Pink Hill, NC 28472 Telephone: (910) 298 3329 Table 1 - Field Specifications County; Duplin Date: 01 /09/2001 Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field Rate Cycle Number (acres) Soil Type Slope % Croo(s) (Inlhr) (inches) Comments 1A 6.48 FoA <5 Bermuda, Small Grain 0.5 0.75 Pulls 1-4 1 B 3.13 FoA <5 Row Crops 0.5 0.75 Pull 5 2 4.88 BnB <5 Corn 0.5 0.75 Pulls 6,7 3 2.05 BnB <5 Fescue 0.6 0.75 Pull 4 8.56 BnB <5 Bermuda, Small Grain 0.6 0.75 PuIts 10.11,12,13A 5 6.33 BnB <s Corn 0.6 0.75 Pulls 13B,14,15,16A 6 3.01 BnB <5 Fescue 0.6 0.75 Pulls 16B,17 34.44 Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 2.5" Reel Rain Traveller Field No. Travel Application TRAVEL LANE Welted Nozzle Operating Operating and Speed , Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hvdrant No. (ftlmin) (in/hr.) Width(ft.) Lenolh(ft) (feet) (Inches) at Gun(Asi) M reelbsil Pattern Comments - Acres per null F1,H1 1.34 0.31 170 565 230 0,812 50 74 330 2.49 F1,H2 1.34 0.31 170 341 230 0.812 50 74 330 1.61 F1,H3 4.01 0.57 80 599 230 0.812 50 74 180 1.24 F1,H4 1.34 0.31 170 220 230 0.612 50 74 330 1.14 F1,H5 1.34 0.31 180 630 230 0.812 50 74 330 3.13 F2,H6 1.3414.01 .311.57 92 735 230 0.812 50 74 3301180 2.08 F2,H7 1.5111.34 .471.31 155 662 230 0.812 50 74 2201330 2.BO F3,H8 1.34 0.31 180 368 230 0.812 50 74 330 2.05 F4,H10 1.61 0.47 140 700 230 0.812 50 74 220 2.46 F4.H11 1.61 0.47 140 655 230 0.812 50 74 220 2.32 F4,H12 1.34 0.31 160 493 230 0.812 50 74 330 2.32 p F4,H13A 4.01 0.57 80 715 230 0.812 50 74 180 1.46 F5,H138 4.01 0.57 80 715 230 0.812 50 74 180 1.46 F5,H14 1.34/1.61 .311.47 1 133 535 230 0.812 50 74 330/2201 1.93 F5,1115 1.34 0.31 160 445 230 0.812 50 74 330 1.91 F5,H16A 4.01 0.57 80 420 230 0.812 50 74 180 1.03 F6,H16B 4.01 0.57 80 420 230 0.812 50 74 180 1.03 F6,1117 1.34/4.01 .31/.57 157 435 230 0.812 50 74 330 1.98 TOTAL = 34.43 Sheet4 TABLE 4 - Irrigation System Specifications Traveling Solid Set Irri ation Gun Irrigation Flow Rate of Sprinkler g m) 100 Operating Pressure at Pump (psi) 84.5 Design Precipitation Rate in/hr 0.29 Hose Length (feet) 850 XXXXXXXX Type of Speed Compensation Mechanical XXXXXXXX Pump Type (PTO, Engine, Electric) Electric Pump Power Requirement (h) 7.0 TABLE 5 - Thrust Block Specifications THRUST BLOCK LOCATION AREA (sq. ft. 90 degree bend 2.82 Dead End 2 Tee 1.40 Gate Valve 2 45 degree bend 1.52 7 Page 1 M00202050773 . Sheets IRRIGATION SYSTEM DESIGI Name: Kraig Westerbeek Company: Murphy Farms Address: PO Box 759 Rose Hill, NC 28458 Phone: (910) 289 2111 Required Documentation The following details of design and materials must accompany all irrigation designs: 1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required In the system 6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the Irrigation pipe and/or USDA -MRCS standard for IRRIGATION WATER CONVEYANCE. S. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. S. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all perennial streams and surface waters per NC Statutes. M00202050774 Sheet6 i4;r 1'. •r �� Narrative of Irrigation System Operation This farm is designed around the use of existing equipment including a 2.5" Reel Rain Traveller and a 10hp Berkeley 61.5TPM pump. Grower should use a .812" ring nozzle, operated at 50psi gun pressure for all pulls. A change in arc setting is required for pulls 6 and 7. This is accomplished by adjusting the stops on the Nelson 100 gun to the setting shown. The new pipeline will replace all of the existing piping being used. In addition, existing risers are to be removed and replaced with new, sch. 80 risers. Fields 2-6 are under long term lease with an adjacent landowner. O&M and winterization information is provided as an attachment to this design. .4 i M00202050775 Sheet? CALCULATIONS ,9prinkler Speclfiratlons Sprinkler Type: Nelson 100 Nozzle Size: 0.812 inches Sprinkler Pressure: 50 psi Flowrate(GPM): 100 gpm Wetted Diameter: 230 feet Lane S acp ings Desired Spacing (%): 70 % Design Spacing(feet): 161 'PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 160 feet Actual Spacing (%): Rate 70 % Application Application Rate = (96.3xF1owrate)/(3.1415x(.9xradius)squared) Design App. Rate = 0.29 in/tir 300 degree arc = 0.34 infir 220 degree arc = 0.47 in/hr 180 degree arc = 0.57 in/hr Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.75 inches 300 degree arc = 1.34 fUmin 220 degree arc = 1.61 fUmin 180 degree arc = Maigline Velocity 2.68 fUmin Velocity = .40B x Flowrate I pipe diameter squared feettsec.`* "For buried pipelines, velocity should be below 5 feet per second Pipe size: 4 inches Velocity= 2.55 ft(sec. Page 1 `j M00202050776 f Sheet? Maximum Mainline Friction Loss Most distant hydrant: 10 Total distance: 1710 feet Friction Loss is figured using Hazen/William's Equation Friction Loss= 0.58 feet1100 feet Max. Mainline Loss = 9.9 feet or 4.3 psi Total Dynamic Head Sprinkler Pressure: 50 psi Loss through traveller: 24 psi Elevation head: 0 psi Mainline loss: 4.3 psi Suction head and lift: 2.2 psi 5% fitting loss: 4.0 psi TOTAL(TDH) = 84.5 psi or 195.2 feet Horsepower Required Horsepower = Flowrate x TDH(feet)13960 / Pump effeciency Pump Description: Pump Efficiency: 70% Horsepower Required: 7,0 Hp Drug Sluking. Thrust Block Area = Thrust / Soil Bearing Strength Thrust: 2400 feet Soil Bearing Strength: 1200 feet End Cap: 2.0 ft2 ' 90 degree elbow: 2.8 ft2 Tee: 1.4 ft2 45 degree elbow: 1.5 ft2 Pipe Pressure Rating Check Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 84.5 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system is less than 70% of Pressure Rating, OK Page 2 M00202050777 Sheet? N PS HA: 22 NPSHR: 10.5 *from pump curve If NPSHA>NPSHR OK << Page 3 ;- h M00202050778 I rdi--k �f L6 CL) 0 i: '�' -V; 'In w < > a I Q ba IX w A EP 0 w 0 C M 0 CL. 0 J 0 u U 0 0 ve Y IEVill N t :TJL !11% ilt". AAA, L ra M. �V. -ftA4 ,�i; IL "I RL qr! AP 14 %; L L th IX 14 t '4o U. 5. DEPARTMENT OF AGRICULTURE 5C5-CPA-15 (348 ) SOIL MAP Owner C irulL t tL�K=� Operator County State A.;-, Soil survey sheet (s) or code nos. C Approximate scale) " Prepared b� U. S. Department of Agriculture, Soil Conservation Service cooperating with r iFt �i`� i� YJ [ ('CICt'- Conservation District 1 " RT wOO-- M00202050780 < + �y �r I� .• 11 � '� y �r'� yy -.,,�, •`}Z ..�' �i,y ,`. :• I'r C it _ �'r w I�'[1�: 1•^' tiI'•.. - ` . r 5 w�FIJ„ i11 �� r' is ,rr4 L�jj"IIpR. 1 f � r �'. + I �y' >f���, /!• ` r � .', �,. t[[ ,lr{ It A'�� r,�l�a ' �� w. �`; " ':4ti'� 'ri.'� = : . � '� :',3�' `ems '• •fZ,� y�.�� ; dr '.1 .4 i a { r rr yr- '• r,,i,•3? wr � -L�,! e'',{ r _•Ctie ~I.•� �' � � 4. �i-rr.'I.. � ,.. - �"EIS �"'�� "'� ram' '} '7 •,�` �'•� •1 mi X. � � lye r�i �`Y1.}.�1,� r 1 `' ' .r✓ 5. � r +x.' . , ' ;,�: r • •,�:. 'zz' .,sr :5: N. • ' .� :� �: y �' ., {' •rr�' 'A' .'}� •• +_►i.J. �' •' '�� '.T'�F �. y,�r• . i�' .. .•�': ' C��r '�, •' � y. C, 'ir :.�4'�5i��, ..+}y��1 '�i•,�a.J��.�r r`r N�,�' ! '.,{fr c;. '.71+� r�� `; h ' �. 'r .i 7- :, SI'•` IF ,41. r� ✓jr r r f s l rhhh 4n,{, .t.. S } Y +n _ � w, ��i�. '� �r ��. f' �•1.i; i � �I ��I Se�� �r1;A _. � fai �i:.ti .yt.. .,� •1''. ,� '+�� cry 4 , r :S.C4'• ! rim {:..,yt•J, � �5i}� k, i SaJr. )0..r'}�""¢ .,, ,,•;. cry rr1•ry�I aw r 'rt '�;� ��r !S �� a1�vtiihT �� �41rp L.';, i -,cF� � P ��' `�, .', `ICi', ,e.,..' {•ar, rr. t �a,! �"Y d` •`� y.,. y. 'NYw,TS �/�.-.w,i•ti�• ,. r{+y*4, I.r,, �'•I r,]�ti+'.� "5' �• v,�: • I• 1 y1 y, { '. . ,r+ k'.. t''�;e r' j • + v j ; �1�. ' t. ; � •*.:.�, AS , }S,�)��r'J1� r/,fir, �.li. .�t.• ii� I i{, 4�f.', G+ � �h' 's^ :,ter �• .r.;•..� •. :�'' �;%• 1 }lh -• I A •. •,, c r IA•i � � � OT litf '•ice. .. �I • ,,f r;r�.• .,a +1. � a ;�• � '-mac'-• .. • a L: < BERKELEV-- � BERKELEY PUMPS TYPE "B" RATING CURVES MOTOR DRIVE CURVE 4075 DATE 1-2-96 PAGE 1.02 SUPERSEDES All previnusly issued 4075 Curves ca": wwww CA. PatLmc 1.01018 lsactL xd LO 10 18 Nominal R.P.Y. 3600 L.P-Itw,' U&%WSW C.I. PUL Na S07367 u..t, m.S07367 pysj Full Based on Fresh Water 0 80* F. Maximum Working Pressure: 150 PSI ........... .......... ... . ...... . ......... - ........... . I ....... ..... . .... ......... ..... ........... ... .... .... ..... ........ ....... ....... ... ...... ..... .... ... .......... ... ....... ..... ........... ............ -- ----- ... ....... ....... ... --- 20 .......... . ...... I z*.-..­-.,-.. - . .... .... .. ...... . ...... ........ . ......... ... ......... ..... ...... . . ...... . ........... ........ ------ .......... .......... .. ----------- . . ......... ... . ...... .... . .... I-- 10 En . ...... .... ...... 0 200 --------- - ------ - ......... . ......... ........ ...... .... ..... z r. UA ........ ...... ... . . ......... .......... .... ............ .. ... � .......... ... ..... ........ ....... .... ...... 175 .... ............ ... .... .. ..... ...... . . ........ ....... . . ........... . ......... . . ........... -T . ........... ........ . .. ........... ....... . 5 4 ... ..... .......... . . . ..... 7 ....... .......... ..... ........ ........... ..... ... .......... ........... ....... .... X 125 ......... Ir 4 100 ....... ...... ... ....... . ... . . ..... . .... . ...... . ....... - . 75 . . ......... ......... ..... ......... 501 1 ... ... . .... ..... .. . ..... ...... ........ ...... ......... ....... ..... . - .. ....... i ....... ... 25 .. .......... .... . .... ...... .......... ..... . ... .. . .... . . .. ....... ..... . .. ........ .. . ...... ... ..... ...... !:" ... ... 00 10 20 30 40 50 60 70 80 90 100 110 120 CAPACITY IN U.S. GALLONS PER MINUTE moDELS 1/12TPL C-5035 0--w o- T-3207 C-5035 0.10d 3-1-72 7-30-85 , " Nominal itpm. 3600 j,"�t. or C-1. j-.&mo. 1-01018 mactLog& L01018 ,GN 1� C- I. p.m j4*. M07298 (7/8U)m..h. N. See below Di.. 6-9/16" 911w: matdw Based on Fresh Water 0 80* F. S3240](11 U) Maximum Working Pressure: 150 PSI . . ........ I t .......... .... ..... . .. ... - . .... — — ........ . 30 ............ ............ 20 - ----- - --- ....... . ... . ... .... ... .. . .. .... . ....... t. ... . ... .... He T .......... T ..... . - — -1 225 10 .............. ... . ... ... .... .... .. .. ......... . . .... M07638 - :-. I.- ... 1 3 23' . ...... .--fO ... ...M07298......5325-::---:j--1 200, 2.3% .. _ -'- '- -.......... J4-.b qrr E"I - �-, - .1 - " , ........... z 7 T .. .. . ....... lu . ...... .... . . ..... . ...... . 175� 174 HP) I ..... :7Aa% * ..... . . ......... . .. ...... 50 z 1 7 -9 2 .. .. ... . ... S z ... ...... .. .... 7., 100 75� ... . ....... .. . .. .......... M0 (2 too )202050782 0 -1 - -- � I so.,- 100 150 200, 250 z t i NELSON 150 SE + ' BIG GUN* 270 TRAJECTORY NOZZLE 0.86 RING 0.97 RING 1.08 RING 1.18 RING 1.26 RING 1.34 RING 1.41 RING PSI GPM DIA. GPR1 DIA. GPM DIA. GPA1 DIA. GPM DIA. GPM DIA. GPM DIA. 50 100 245 130 265 165 285 205 300 1 255 320 300 335 350 350 60 110 260 143 280 182 300 225 315 271 335 330 350 385 365 70 120 270 155 290 197 310 Q 1d 330 295 350 355. 365 415 380 80 128 280 165 300 210 320 260 34W 315 360 380 .380 445 395 90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 109 143 300 185 320 235 340 290 360 355 380 425 4f1U 500 445 110 150 310 195 330 247 350 305 370 370 390 _ 445 410 525 • 425 120 157 315 1 204 335 258 360 320 380. 385 400 1 465 420 1 545 435 NOZZLE 0.7 TAPER 0.8 TAPER 0,9 TAPER 1.0'rAPER ' Ll TAPER 1.2 TAPER 1.3 TAPER PSI GPM DIA. GPM DIA. GPM DIA, GPX1 DIA, GP?vl DIA, GPM DIA, GPM DIA, 50 100 250' 130 270 165 290 205 310 255 330 300 345 350 360 60 110 265 143 285 182 305 225 325 275 345 330 365 385 380 70 120 280• 155 300 197 320 245 340 295 360 355 380 415 395 80 128 290 165 310 .210 3350 240 355 315 375 380 395 445 410 90 135 300 175 320 223 345 275 365 335 390 405 410 475 425 100 I43 310 185 330 235 355 290 375 355 400 425 420 500 440 110 I50 320 195 340 247 365 305 385 370. 4I0 . 445 430 525 450 120 157 330 204 350 258 375 320 395 38S 420 465 440 545 4G0 Tire diameter of throe+, is approximately 2% less for=tlic 24°.lrajcctorv.anglc.and..5% less for the 210,trajuctory angle. 'Me NELSON BIG GUNS' performanco data has been obtained undcr ideal icst conditions and may bo adversely affected by wind, poor hyd raulic entrance conditions or other factors. Nelson Irrigation Corporation makes no representation regarding droplet condition, uniformity or application rate. M00202050783 GROSS APPLICATION DEPTH VS. GROUND SPEED MODEL 91025G4 W! NELSON SRI00-24 GUN A RING NOZZLES �,^ �,d. J77M:•L�7:•,^,.[I='3f:�p;]];(a�{}i!-7[T:�yii':�„' i�iiif'itlai7��'3'.hi�a� ®J.�11'�it��I�t���i�i�fii�i��il7 r. .,. r s.:xi tb'� �� E3/�:� i�i �i®� i�I•:'� tE� ��� i•i��®i��i�il��iSl�®i�t�Li� + �� �r � �tlt��d'l��i�F1i� ��1•�i®i6im� o■�=�i• �Ei)•�1• �� ��iEi�lt■i1k���isl•i%i f � ,+ ����i� i��!•tKsilE�ilii���a loom 0® •' �I�E�®E�iIEI�i®iitEi�>r�I•®i�� ' i1>•® �IQ�i�i�iE�lidri®iI17 il:i■il��a�!• ® " � EEC ® ®����®®iE!• ��i0r! '' �®Ed����®��iil�l�iZCl•ik�i� Eimmmm "=W7 mum mm mwm®® iliffliIIIIIIIIIIHI ' � ���� '' �iE�1S�i�Er ��EiFiE�i(iiL��ii1:i■iaEr ME 0 r I M0020050784'"ti irrigation Water Conveyance High -Pressure, Underground, Plastic Pipeline Specifications Instl+Urdon Minimum depth of ter. Pipe shall be installed at suffi- cient depth below the ground surface to provide protection from hazards imposed by traffic crossings. farming opera- tions, freezing temperatures. or soil cracking. The minimum depth of cover for pipe susceptible to any of these hazards Shall be: Pips diameter Depth of C70er in In 'A through 21h.....-......................................................... 18 3 through 5............ ._................................................. 24 6 Of more..................................................................... 30 In areas where the pipe will not be susceptible to freez- ing and vehicular or cultivation hazer:.+s and the soils do not crack appreciably when dry, the minimum depth of cover may be reduced to: Pine diameter Moth of Lover n h 'h through VA .................. 8 2 through . ......... 12 Morothan ........... .................................... 24 In cranberry bogs where the pipe is not susceptible to trlaazing and heavy equipment is never allowed, the mini- mum depth of carer may be 6 in for a tarn diameter pipe and 12 in for a larger pipe. The minimum cover for poEyethyiene pipe is 6 in but may be reduced to 2 in where conditions warrant. The minimum caner for PVC pipe in cranberry bogs, where the pipe is to be protected from freezing after winter flooding. shall be 12 in. If the winter flood equals or exceeds 12 in. Where the reinter flood is less than 12 in, the top of the pipe shall be at least 24 in below the water surface. Sohront-welded joints shall be used at all connections of PVC pipe where peat and muck axist in thew normal layered pattern. Rubber g"W joints may be used following normal bedding proce- dures where coarse sand or cement layers exist. At low places on the ground surface, extra fill may be placed over the pipeline to provide the minimum depth of cover: The top width of the fill shall then be no less than 10 ft and the side slopes no steeper than 6:1. If extra pnxec, tion is needed at vehicle crossings, encasement pipe or Other approved methods may be used. Trench construction. The trench at any point below the top of the pipe shall be only wide enough to permit the pipe to be easily placed and joined and to allow the initial bacldill material to be uniformly placed under the haunches and along the side of the pipe. The maximum trench width shalt be 36 in greater than the diameter of the pipe. If the trench is precision excavated and has a - ' SC_ S; ;'January 1989 semicircular bottom that closely fits the pipe, the width shall not exceed the outside diameter of the pipe by more that 10 percent. The trench bottom shall be uniform so that the pipe lies on the bottom without bridging. Clods, rocks, and uneven spot that can damage the pipe or cause nonuniform sup. port shall be removed. If rocks, boulders, or any other material that can damage the pipe are encountered, the trench bottom shall be under- cut a minimum of 4 in below final grade and filled with bed. ding material consisting of sand or compacted fine-grained soils. Pipelines having a diameter of Sir through 21A in that are to be placed in areas not subject to vehicular loads and in soils that do not crack appreciably when dry may be placed by using "plow4n" equipment instead of conventional trenching. Provisions shall be made to insure safe working condi. tions where unstable soil, trench depth, or other conditions can be hazardous to personnel working in the trench. Placement. Care shall be taken to prevent permanent dis- tortion and damage when handling the pipe during unusu- ally warm or cold weather. The pipe shall be allowed to come within a few degrees of the temperature it will have after it is completely covered before placing the backffll, other than that needed for shading, or before connecting the pipe to other facilities. The pipe shall be uniformly and continuously supported over its entire length on firm stable material. Blocking or mounding shall not be used to bring the pipe to final grade. For pipe with bell joints. bell holes shall be excavated in the bedding material, as needed, to allow for unobstructed assembly of the joint and to permit the body of the pipe to be in contact with the bedding material throughout its length. Joints and connections. All joints and connections shall be designed and constructed to withstand the design maxi- mum working pressure for the pipeline without leakage and to leave the inside of the line free of any obstruction that may tend to reduce its capacity below design requirements. All fittings, such as couplings, reducers. bends, tees, artd crosses, shall be installed according to the re=rnmenda- Lions of the pipe manufacturer: Fffings made of steel or other metals susceptible to cor- rosion shall be adequately protected by being wrapped with plastic tape or by being coated with a substance that has high corrosion -preventative qualities. If plastic tape is used, all surfaces shall be thoroughly cleaned and coated with a primer compatible with the tape before wrapping. Thrust block:. Thrust blocks must be formed against a solid hand -excavated trench wall undamaged by mechani- cal equipment. They shall be constructed of concrete, and the space between the pipe and trench wall shall be filled to the height athe outside diameter of the pipe or as spec- ified by the manufacturer. Testirq. The pipeline shall be tested for pressure strength. leakage, and proper functioning. The tests may be per- formed before backcfiliing or anytime after the pipeline is ready for service. M00202050785 Irrigation hater Conveyance 430-DD-5 Tests for pressure strength and leaks shall be accom- plished by inspecting the pipeline and appurtenances while the maximum working pressure is maintained and all joints and connections are uncovered, or by observing normal operation of the pipeline after it is put into service. Partial backfills needed to hold the pipe in place during testing shall be placed as specified in "Initial Backfill." Any leaks shall be repaired and the system retested. The pipeline shall be tested to insure that it functions properly at design capacity. At or below design capacity there shall be no objectionable flow conditions. Objectiona- ble flow conditions shall include water hammer, continuing unsteady delivery of water, damage to the pipeline, or detri- mental discharge from control valves. Initlaf backfill. Hand, mechanical. or water packing meth- ods may be used. The initial backfili material shall be soil or sand that is free from rocks or stones larger than 1 in. in diameter. At Me time of placement, the moisture content of the material shall be such that the required degree of compaction can be obtained with the backfill method to be used. The initial backfill material shall be placed so that the pipe will not be d;splaced, excessively deformed, or damaged. If backfitling is done by hand or mechanical means, the initial fill shall be compacted firmly around and above the pipe as required to provide adequate lateral support to the pipe. _ If the water packing method is used, the pipeline first shall be filled with water. The initial backfill before wetting shall be of sufficient depth to insure complete coverage of the pipe after consolidation. Water packing is accomplished by adding enough water to diked reaches of the trench to thoroughly saturate the initial backfill without excessive pooling. After the backfill is saturated. the pipeline shall remain full until after the final backfill is made. The wetted fill shall be allowed to dry until firm before beginning the final backfill. Final backfill. The final backfill material shall be free of large rocks, frozen clods. and other debris greater than 3 in, in diameter. The material shall be placed and spread in approximately uniform layers so that there will be no unfilled spaces in the backfill and the backfill will be level with the natural ground or at the design grade required to provide the minimum depth of cover after settlement. Roll- ing equipment shall not be used to consolidate the final backfill until the specified minimum depth of cover has been placed. All special backfilting requirements of the pipe manufac- turer shall be met. Basle of acceptance. The acceptability of the pipeline shall be determined by inspections to check compliance with all the provisions of this standard with respect to the design of the line, the pipe and pipe marking. the appurte- nances. and the minimum installation requirements. Casrtilications and guarantee. If requesttrd by the state conservation engineer, a quatified testing laboratory must certify with supporting test results that the pipe meets the requirements specified in this standard. The seal of approval of a recognized laboratory on pipe bearing one of the AST M designations listed in this standard may be accepted for this certification. The installing contractor shall certify that his or her insal- lation complies with the requirements of this standard. He or she shall furnish a written guarantee that protects the owner against defective workmanship and materials for not. less than 1 year. The certification identifies the manufac. turer and markings of the pipe used. Materlals Quality of plastic pipe. The compound used in manufac- turing the pipe shall meet the requirements of one of the following materials: 1. Polyvinyl chloride (PVC) as specified in A5i M-D-1764. Code Material classification Type 1, Grade 1........................................................ 12454.-8 typeI. Grade 2........................................................ 12454--C Type 11. Grape t........................................................ 14333--D 2- Acrylonitrile-butadiene-styrene (ABS) as specified in ASTM-f]-1768. Cade Material cta=fication Type 1. Grade 2....-......................... ,. ...... .. .. 5-2-2 Type 1. Grade 3. ___ ........... ,._. ............... 3-5-5 type[I. Grade 1 ......-.............. ........................... 4--r-5 3. Polyethylene (PEj as specified in ASTM-D-1248. Code Material classification Grade P14. Class C. �. ..... _-•-..•.-,.... _ IC -PIA Grade P23. Class C.._............................................. I!C-P23 Grade P33. Class C................................................. IIiC-P31 Grade P34, Class C..,................. .......................... - lvC-P34 The pipe shall be homogeneous throughout and free from visible cracks. holes, foreign matter, or other defects. The pipe shall be as uniform in color, opacity, density, and other physical properties as is commercially practicable. Plpe requirements. All pipe installed under this standard shall be pressure rated for water. The relationship between standard dimension ratios. dimensions, hydrostatit; design stresses, and pressure rat- ings shalt be determined by one of the following formulas: For PVC, ASS. and PE pipe with outside diameter controlled: P = ° -1 or P R_1 M00202050786� SCS, January1989 Irrigation Water Conveyance 430—DD_7 Plastic irrigation pipe (PiP) shall have belled ends or sep` arats couplers and fittings that are suitable for joining the pipe and appurtenances by solvent cement, rubber gaskets, or other methods recommended by the pipe manufacturer. Such fittings and joints shall be capable of withstanding a working pressure equal to or greater than that for the pipe. Solvent cement jolnts. Solvent for solvent cement joints shall conform to ASTM Specification 0--2564 for PVC pipe and frtttngs and to D-2235 for ABS pipe and fittings. Solvent cement joints shall be used and constr=ed aocordtng to the recommendations of the pipe' manufacturer. Rubber gasket joirrrs. Rubber gasket joins shall conform to ASTM Specification D,3139. Table 1.- Hydroswk design sunaa and designation— plasric pipe Ifydr�iC �4n Pustic ODe material :cress Designation rsro PVC Type 1. Grade 1.__._»...... 2,000 PVC 112D PVC Type 1. Grade 2.... ................... ... 2.000 PVC 1220 PVC Type 11, Grade 1._... _...... _.._.. 1,000 PVC 2110 PVC Type 11, Grade 1»......._ .... 1.250 PVC 2112 PVC Type II, Grade I--- _ .. 1.600 PVC V i e ASS Type 1, Grade 2.... e00 ASS 1208 ASS Typ+ I. Grade 2... ... _ 1.000 ASS 1210 ABS Type 1, Grade 3—..._._.. 1.600 ASS 131a ASS Type It. Grade 1 1.250 ASS 2112 ?E Grade P14....... 400 PE 1404 PE Grade P23 ., ..»..._ » 500 PE 2:305 PE Grape 630 PE 2306 PE Grade P33._------- _..»_. M PE 3306 PE Grade P34.__ _._.».... _._. 630 PE 3405 PE Grade aw PE 3408 M00202050787 SCS, January 19B9 on each side of the pipe to provide support free from voids. Care should be taken to avoid deforming, displacing, gr damaging the pipe during this phase of the operation. .4 Final backfill 6.4.1 -General. After pipeline testing, final backfdI shall be Placed And spread in approximately unifo;m layers in such 4 manner'as to fill the trench completely so that there will be no unfilled spaces under or about rocks at lumps of earth in the backfill. Final backfill shall be free of large rocks, frozen clods and other debris greater than 76 mm (3 in.) in diameter. Rolling equipment or heavy tampers should be used to consolidate the final backfill only after the minimum depth of cover has been placed and only with Pipe haying wall Ihic�ntsses greatU that} that of $DR 41. s _ SECTION 7-SPl_CIA� F;QNSSTbERATIOtJ4 a _ 7.1 Beli holes for rubber gasketalnt;, jyhera the pipe being in= stalled is provided wirh"rubber gasket joints, bell !toles shall be excavated. in the bedding material to allow for the uttobstructed assembly of the joint. Care sboul j be taken that the bell hole is no larger than necessary to accomplish proper joint gssergbly. Wherl the joint has been made, the bell hole should be raieiully filled with TABLE 21 - THRUST BLOCKING ANI) ANCHORS FOR UNDERGROUND IRRIGATION 1'(PELINES yre�i Step 1. Multiply the working pressure by the appropriate value r sae' ; • showp in the following table to obtala iota! thrust . r 1VZ' tt ; • Cs o., i. PIPELINE THRUSH FACTORS!, r °'� v� a�_ � l ix ► ,4:e s;'j}ljp�I -As.c pipe Size in. n3m Dead End or Tee 900 Elbow ,a5 Elbow 22-1/2 Elbow 1-2/2 38.2 2.94 4.16 2.25 1.15 2 50.8 4.66 6.45 3.50 1.78 2-2/2 63.5 6.65 9.40 5.10 2.60 3 76.2 9.80 13.9 7.51 3.82 ti 3-1/2 88.9 12.8 18.1 9.81 4.99 4 101.6 16.2 23.0 12.4 6.31 6 127•Q 24.7 35.Q 18.0 9.63 6 152.4. 34-8 49;2 26.7 13.6 8 203.2 59:b 83.5 45.2 23.0 10 254.0 91.5 130.0 70.0 35.8 12 304.8 129.0 142.0 98.5 50.3 • Based on thrust per kPa (psi) Pressure 7 Blocking for cross mey not b4 needed wl1•h long branch lines. Step 2. Determine the bearint strength of rTig #oil f{om the table below: BEARING STRENGT�ff OF SOILS ZI Soils and Safe Bearing Loads !>?lft2 kpa Sound Shale {p OOq 478.8 Cemented Gravel and Sand difficult to pick 4 000 Coarse and fine compact Sand 8 DOD 143.6 Medium Clay -Can be spaded 2000 95.8 Soft Clay 1 000 47.9 Muck Q 0 Step 3. Divide the total thrust obtained In Step 1 by the nearing strength of the soil to get the area needed, m2 (ft2). SIDE THRUST ALTERNATE PROCEDURE Pipe Size Side Thzust-per Degree+ In. mm lb N 1-1/2 38.1 5.1 22.7 2 50.8 7.9 35.1 2-1/2 63.5 11.6 51.6 3 76.2 17.2 76.1 3-1/2 88.9 22.4 99.6 4 101.6 28.3 ,." 125.9 5 227.0 43.1 191.7 6 252.4 60.8 270.5 8 203.2 103.0 458.2 10 254.0 160.0 711.7 12 304.8 225.0 1000.8 • Based on side thrust per 689 kPa (1QO psi) preisute per degree of deflection. NOTE: Multiply side thrust tram table by degrees of deflection times kPa msi) divided by 100 to pbtain t4t4 side thrust In N (lb). J M00202050788 0 Figure 2. Anchorage ijlocks for in -line valves. Table 1 is the forces encountered at end plugs. to calculate forces encountered at bends, tees and ,ryes, multiply the figure in Table I by the factors given in Table 2. Table 1. Thrust W at End Plugs Thrust in lbs_ for test pressure in Dsi 0 Pipe Diameter (inches)-- 100 PSI 150 PSI 20d•PSI 250 PSI lZ 295 440 590 740 2 455 680 910 1140 2- 660 990 132'0 1650 3 985 1480 1970 2460 4 1820 2720 3630 4540 6 3740 5600 7460 9350 8 6490- 9740 13,000 16,200 - 10 10,650 16,000 21,300 26,600 12 .15,150 22,700 30,200 37,800 14 20,600 30,800 41,100 51,400 16 26,600 39,800 53,100 66,400 M00202050789 Table 2.. factors .for Calculating Thrust W for - Elbows and'Tees. Elbows: , 900 = 1.411 Tees = 0.70 L 600 = =" 1.00" 4.50 = 0.764. 30. = . 0.52 50 =: 0.39 Table 3 gives the safe bearing load for different soil types. Table 3. Safe Bearing Load Soil Mulch, peat and similar Soft..,Cl ay Sa nd Sand and Gravel Sand and gravel cemented with clay Hard shale l b/ft2 0 1000 �I ZUi 2000 3000 4000 10,000 Thrust block area{ft2) - 14 _ Thrust (Table 1 & Table 2) F' Soi I Bearing strength (Table 3) In placing concrete thrust blocks, check with the manufacturer of the pipe being used to ensure that the correct size thrust blocks are being used. = There are a number of machines that can be used to prepare the trench for PVC plastic pipe. Soil types, moisture content, depth of trench required and type and diameter of pipe must be considered. Generally chain trenches, wheel trenches,-backhoes, or vibrating plows will be. used for trench preparation. The vibrating plc-4can only be used for solvent weld PVC pipe and generally is limited to the smaller diameter of pipe. Under mast conditions the chain -trencher or wheel trencher will be faster than the backhoe. Where wide trenches for large pipe are required, the backhoe will be most satisfactory. If soil conditions permit, long stretches of open trench will expedite pipe installation. However, if rain *is forecast the pipe should be installed and the trench backfilied. To avoid'sharp turns in the line at obstructions, trenches should be curved within limits of curvature of the pipe. M00202050790 FRICTION LOSS CHARTS FOR DIAMOND PIPE { IPS DIMENSION 0 4-Inch 5-inch 6-Inch 8-Inch 10-Inch Gallons Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET 150 1: 11 160 1.26 170 1.41 180 1.57 190 1.73 200 1.90. 220 2.28 .81 .34 '09 240 2.67 .95 .40 .10 250 3.10 1.10 .46 .12 280 3.56 1.26 .54 .14 300 4.04 1.43 .61 .17 320 4.56 1.62 5.10 1.82 .69 .77 .19 .21 340 360 5"67 2.02 .86 .24 4 380 6.26 2.22 .95 .26 400 6.90 2"45 1.04 1.14 .28 .10 .10 420 2.69 2.92 1.25 .31 .34 .11 440 460 3-18 1.35 .37 12 480 3.44. 1.46 .41 .14 500 3.70 1.58 .43 .15 550 1.89 2.22 .52 .61 .18 .21 600 2.58 .71 .24 650 2.96 .61 .28 700 3.35 .93 -.32 750 750 3.78 1.04 .36 00 4.24 1.17 .40 850 Table based on Hazen -Williams 4.71 1,30 -44 950 equation-:-Cw = 150 5.21 1. • 49 1000 5.73 1.58 54 1I To find friction head loss in 1.73 59 1050 PVC pipe having a standard 65 1100 dimension ratio other than 21, 1.05 .70 1150 the values in the table should 2.21 . 1200 be multiplied by the 2. 2.39 .76 � .82 . - 1250 appropriate conversion iactor 2.57 1.88 1300 (F) shown below: 2.76 •95 135D 2.95 1.01 1400 3.16 1.08 1450 SOR PR F 3.35 1.15 1500 21 200 PSI 1 A0 1600 26 160 PSI .91 1.30 1700 32.5 125 PSI .84 1.45 1800 41 100 PSI .785 1.62 1900 51 80 PSI .75 1.79 2000 64 . 63 PSI 71 1.97 _. 12-Inch .060 "083 .096 z .110 -.125 .141 .158 .175 .194 .213 .233 .254 .276 "298 .322 .346 .371 .397 .423 .451 .508 "568 .632 .698 .767 .840 Loris below bold"line indicates velocities in excess of 5 feet per second. � locilies which exceed 5 feet per second are not recommended. M00202050791 - 2. 0. D. MM I.D. INS. SAL/ ! 0 KIH. 20 3D 40 50 60 70 BO 90 100 110 120 130 140 150 160 170 1B0 190 200 210 220 230 240 250 260 270 2BO 290 300 310 320 330 340 ,o 360 370 3BO 390 00 420 44-0 460 4B0 f FRICTION LOSS IN POLYETHYLENE HOSE POLYEfiiEl It+E I1zR1fiATI01i ROSE1itATER1 LOSS PER 100 FEET P.S.I. FRICTIOX 135 125 90 3 82 2.7 75 2.5 63 2.1 50 l.60 4,5 4.1 4.0 4.0 3.7 3.7 2.3 4.0 2.1 6.0 _ _ 1.2 2.9 8.4 1.0 1.6 3.7 11.2 1.3 2.0 4.9 14.4 -- -- -- __ 1.6 2.5 6.1 -- - -_ 1.9 3.0 7.5 - - __ 2.3 3.6 8.9 -- �_ 1.6 2.7 4.2 10.5 - - - - 0.7 1.B 3.1 4.9 - - - - 2.1 3.6 5.6 - - - - _ 0.4 2.4 4.1 6.4 - - - - - - 1.0 2.7 4.b 7.2- - - - - - '1.2 3.0 5.2 8.1 - - - 0.9 1.3 3.4 5.7 8.9 - - - - - - - - 1.9 1.4 3.7 6.3 9.9 - - - 0.9 1.1 1.6 4.1 7.0 - - - - - 0.9 •1.2 1.7 4.5 7.6 ' ' - - - - 1.0 1.3 1.9 4.9 6.3 -- - - 1.1 1.4 2.1 5.3 9.0 _ - - 1.2 1.5 2.2 5.7 7.8 -- 0.9 1.3 1.6 2.4 6.2 _ - -- 1.0 1.4 1.7 2.6 6.6 - -- 1.0 1.5 1.9 2.8 7.1-- 1.1 l.b 2.0 3.0 7.6- 1.2 1.7 2.1 3.2 6.1- 1.2 1.8 2.2 3.4 8.6- 1.3 1.9 2.4 3.6 9.2- 1.4 2.0 2.5 3.B 9.2.- 1.5 2.2 2.7 4.0 - - 1.6 2.3 2.8 4.2 - -- 1.7 2.4 3.0- 4.5 -- 1.7 2.5 3.2 4.7 -- 1.8 2.7 3.3- 1.9 2.8 3.5 5.2 - 2.0 2.7 3.7 5.5 - 2.1 3.1 3.B 5.7 -- 2.3 3.4 4.2 6.3 -- 2.5 3.7 4.6 6.8 -- 2.7 4.0 5.0 7.4 - - - - - - - 3.0 4.3 5.4 8.0-- 3.2 4.6 5.8 - - - - - - 40 1.30 M00202050792 FA 1 W V,3 2 lip 5 0 �j cn 4�6 70 DRAFT Field Calibration Procedures for Animal Wastewater Application Equipment HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS R.O. Evans and J.C. Barker Information presented in manufacturers charts are based on average operating conditions for relatively new . equipment. Discharge rates and application rates change over time as equipment gets older and components wear. Operating an irrigation system differbntly than assumed in the design will alter the application rate, uniformity of coverage, and subsequently the application uniformity. Operating 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. Irrigation equipment should be calibrated on a regular basis to ensure proper application rates and uniformity. Calibration is a simple procedure involving collecting and measuring the material being applied at several locations in the application area. Calibration- helps ensure that nutrients from animal waste.ere applied efficiently and at proper rates. General Guidelines The calibration of a hard hose or cable tow system involves setting out collection containers, operating the system, measuring the amount of wastewater collected in each container, then computing the average application volume and application uniformity. An in -line flow meter installed in the main irrigation line provides an accurate and easy method of computing average application volume for each irrigation cycle. Any number of containers can be used to collect flow and determine the application rate. Standard rain gauges work best and are recommended because they already have a graduated scale from which to read the application amount without having to perform mathematical conversions. Pans, plastic buckets, jars, or anything with a uniform opening and cross section can be used .provided the container is deep enough to prevent splash (at least 4 inches deep), excessive evaporation, and the liquid collected can be easily transferred to a scaled container.for measuring. All containers should be the same size and shape to simply application depth computations. All collection containers should be set up at the same height relative to the height of the gun discharge elevation (nozzle). The top of the container should be no more than 36 inches above the ground. r Collectors should be located so that no interference from the crop occurs. M00202050795 :: Calibration should be performed during periods of low evaporation. Best tames are before 10 am or after 4 pm on days with light wind (less than 5 MPH). On cool, cloudy days the calibration can be performed anytime during the day. : The volume collected during calibration should be read as soon as a zone or sprinkler is shut off to minimize evaporation from the rain gauge. Where a procedure must be performed more than once, containers should be read and values recorded immediately after each different set up. Calibration set-up for Hard Hose and Cable Tow Traveling Guns Hard hose and cable tow traveling guns are calibrated by placing a row (transect) of collection containers perpendicular to the direction of travel, Figure 1. Multiple transects increase the accuracy of the calibration. Real Cart--> Transect of left Right Collection 8 7 8 5 4 3 2 1 1 2 3 4 5 a 7 a Gal 10 " -6 0 0 0 0 0 o 0 o 0 0 0 0 0 0 a Gun Cart Direction of Travel At least one Wetted Dlarneter Wetted Diameter (320 feet) End of Field Figure 1 General layout and orientation of collection gauges for calibration of a hard hose traveler irrigation system Containers should be spaced no further apart than 1/8 the wetted radius of the gun (1/16 of the wetted diameter) not to exceed 25 feet. This means that at least 16 gauges should be used in the calibration. Gauges should be set at least one full wetted diameter of throw from either end of the travel. land. Y"; - M00202050796 The system should be operated such that the minimum travel distance of the gun cart exceeds the wetted diameter of throw. Application volumes should be read as soon as the last gauges stop being wetted. Calibration Procedures 1. Determine the wetted diameter of the gun. 2. Determine the necessary spacing between collection gauges. For a wetted diameter of 320 feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft). 3. Determine the number of gauges required. (Minimum number is 16). Label gauges outward from the gun cart as either left of right (L1, L2, L3, etc; R1, R2, R3 etc.) 4. Set out gauges along a transect as labeled and shown in Figure 1, equally spaced at the distance determined in item 2 (20 feet). The tiansect should be at least one wetted diameter from either end of the pull. 4. Operate the system for the time required for the gun to completely pass all collection containers. Record the time of operation (duration in minutes) and -distance traveled in feet. 5. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an example) 6. Identify those gauges that fall outside the effective land spacing, Figure 2. This volume is the overlap volume that would be collected when operating the system on the adjacent lane. 7. Superimpose (left to right and vice versa) the gauges just outside the effective width to the gauges just inside the effective width. Add the volumes together. For the layout shown in Figure 2, the volume collected in gauge R8 is added to gauge 1.5; R7 is added to L6; L8 is added to R6; and L7 is added to R6. This is now the application volume within the effective lane spacing adjusted for overlap. 8.- Add the amounts in #7 and divide by the number of gauges within the effective area. This is the average application volume (inches). sum of amounts collected in all gauges Average application volume = - -- number of gauges within effective width distance traveled (ft) _ 9. Compute the average travel speed -= ---- time (min) _ r i M00202050797 Lane 1 Real Left 8 7'. 6 5 4 3 2 1 0 010 0 0 0 0 0 1 I Gun Cart Lane 2 LeftVn 8 7 ff 5 4 3 8 0 010 0 0 0 0 Right I1 2 3 4 5 BI 8 G00000 00 Ca I f I ' �Q— Effective Lana Spacirq-D (224 feet) I I Effect" Lane Spacing->, (224 feet) Direction of Travel Figure 2 Accounting for overlap when calibrating a hard hose traveler system. 10. Determine the application uniformity. (Christiansen Uniformity Coefficient) Ur — average catch - average deviation from average catch average catch The average catch is the value computed in item 8. The average deviation from the average catch is the determined by computing the difference between each container catch and the average catch. 10. Interpret the calibration data and make necessary adjustments. For travelers with proper overlap and operated in light wind, an application uniformity greater than 80 percent is common. - Application uniformity between 60 to 80 percent is in the "good" range and is acceptable for wastewater application. Generally, an application uniformity below 60 percent is considered unacceptable for wastewater irrigation using travelers. If the computed Uc is less than 60 percent, system adjustments are required. Contact your irrigation dealer or Certified Technical Specialist for assistance. 4 I M00202050798 Table 1 Example calibration data for a traveling gun system operated in a pa. spacing pattern with 70 percent lane spacing overlap. a. Traveling gun wetted diameter 320 ft Effective Spacing 224 b. Spacing between collection containers (spacing 320 (ft) 1 16) = 20 ft C. wetted diameter (ft) 320 ft Number of gauges ---------- --- =----------------- = 16 gauge spacing (ft) 20 ft d. Start of Irrigation event 7:15 am e. End of Irrigation event 9:30 am f. Duration (e-d) 135 minutes g. Travel distance 400 feet h. Operate the system and collect data Gauge Distance Volume -Overlap Corrected Deviation No. from center Collected Adjustment Volume from Average (feet) (inches) (inches) (inches) (inches) -. L1 10 .94 .94 .235 (1) 1 - j i ) L2 30 .80 .80 .095 (; 2 - j ; ) L3 50 .59 .59 .115 ( etc.) L4 70 .61 .61 .095 L5 90 .50 .13 .63 .075 L6 110 .42 .20 .62 .085 L7 130 .33 - L8 150 .07 - Rl 10 .73 .73 .025 R2 30 .81 .81 .105 R3 50 .92 .92 .215 R4 70 .64 .64 .065 RS 90 .50 .07 57 .135 R6 110 .27 .33 .60 .105 R7 130 .20 . - R8 150 .13 i. sum of all catches 8.05 inches j . average catch (il 12) 0.705 inches _ .p. .����C.1TA,ilr". a�T._•�w�..�r'�.Ya• �% 1 - F�v�%JF �Y..-"�{.�.� . - l .. 0 4yy M00202050799 1 distance traveled (ft) 400 ft - k. Compute the average travel speed =--------------------------- =--------- = 2.96 ft/min time (min) -135 min 1. sum of all deviations from the average catch 1.356 m. average deviation from average catch (1/12) 0.113 n. Uniformity coefficient 0.705 - 0.113 U, _---- --- ------------- X 100 = 84 % 0.705 6 M00202050800 IRRIGATION SYSTEM CALIBRATION DATA SHEET FOR HARD HOSE TRAVELER EMGATxON SYSTEM DATE: Land Owner Farm No. a. Manufacturers Specifications: Gun Model Type Nozzle Dia. Pressure (Gun) Reel Wetted diameter ft Effective Spacing ft Flow GPM Hose Size: Length ft Diameter in b. Spacing between collection containers (diameter (ft) / 16) = ft C. wetted diameter (ft) Number of gauges =--------------------- ----- =---------- ------ _ gauge spacing (ft) d. Start of Irrigation event e. End of Irrigation event f. Duration (e-d) min g. Travel'distance feet h. Operate the system and collect data Gauge Distance Volume Overlap Corrected NO. from center Collected Adjustment Volume feet inches inches inches L1 L2 L3 L4 L5 Lb L7 L8 L9 L14 R1 R2 R3 R4 R5 R6 R7 R10- r �. Deviation from average inches M00202050801 Feel Cart—p Wind DUsctloa Left Right Traneeot of CollectioD 8 7 6 6 4 3 2 111 2 3 A e t 7 8 t3au9ee n-0O O O O O O O O O O O O O O O O O O Direction of Travel i. sum of all catches inches j. average catch (i/number of gauges) k. average travel speed = Gun Cart Wetted Diameter distance traveled (ft) time (min) 1. sum of all deviations from the average catch m. average deviation from average catch n. Uniformity coefficient UC = 0) inches X 100 = % At least one Wetted Diameter from End of Field Interpret the calibration data and make necessary adjustments. For travelers with proper overlap and operated in light wind, an application uniformity greater than 80 percent is common. Application uniformity between 60 to 80 percent is in the "good" range and is acceptable for wastewater application. Generally, an application uniformity below 60 percent is considered unacceptable for wastewater irrigation using travelers. If the computed U,, is less than 60 percent, system adj+stBents are required. Contact your irrigation dealer or Certified Technical Specialist -for assistance. M00202050802 w Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Johnny Futral Farm Johnny Futral 396 Pink Hill Road Pink Hill, NC 28.5 72 910-298-33 29 03-07-2003 This plan has been developed by: Angie B_ Ouinn Duplin Soil & bYater Conservation PO Box 219 Kenaryville, NC 28349 Develbper Signature Type of Plan: Nitrogen Only with Manure Only Owner/Ntanager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. v —7-o3 Signatur onner) Date Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-- Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Consery ion Commission. Plan Approved B �I �L'�3 °3 Techn cat Specialist Signature Date .. ..................... .. ...............................----...................... - ....... .. 396311 t Database Version 2.0 Date Printed.- 03-07-2003 Corer Page 1 t Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 S%vine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5227 Incorporated 8976 Injected 9885 Irrigated 5681 Actual PAN Applied (Pounds) Actual Volume Applied (Gallons) Volume Surplus/Deficit (Gallons) Year 1 6.328.04 2-527,676 -258380 Year 2 6,326.61 1 2,527,103 -257,807 .. ----------- i................................... ........... ...... . ......... .. ..... ..... -..---------- -.................................................... -- .--............. ---- Note: n source ID. S means standard source, U means user defined source. 396311 Database Version 2.0 Date Printed: 03-07-2003 Source Page 1 of 1 Narrative This plan has beenwritten based on an irrigation design by Kraig Westerbeek of Nfurphy-Brow. ............ ...................................................... ..... ......... -... ----------- -------------- -.............. -- - .. -- ...-----...-....... 396311 Database Version 2.0 Date Printed: 03-07-2003 Narrative Page 1 of i The table shown below provides a stimmary 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 Summ Tract I Field Leaching Index (LI) Soil Series Crop Sequence RYE 4939 2,116 NIA Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 4939 2.H7 NIA Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 4939 3.1-18 NIA jBiantort Fescue Pasture 1.5 Tons 4939 4,H10 N/A Blanton Small Grain Overseed LA Tons Hybrid Bermudagrass Pasture 4.5 Tons 4939 4,H1 L NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagass Pasture 4-5 Tons 4939 4.Hi2 NIA Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 4.5 Tons 4939 S.H13A N/A Blanton Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 4.5 Tons 4939 5,1-113B N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 4939 5.H 14 NIA blanton Com, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 4939 5.H15 N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 4939 5,H 16A N/A Blanton Corn, Grain 60 bu. Wheat, Grain 35 bu. Soybeans, Manured, Double Crop 21 bu. 4939 6.H16B NIA Blanton Fescue Pasture 1.5 Tons 4939 6.H17 N/A Blanton Fescue Pasture L5Tons 7541 1,H1 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 1.1-12? NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 7541 I.H3 NIA Foreston Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6jTon,7541 1.H4 N/A Foreston Small Grain Overseed I 396311 Database Version 2.0 Date Printed: 03-07-2003 PCS Page 1 of 2 NOTE: Symbol' means user entered data. Planned Crops SurnmarY Tract I Field Leaching Index (LI) Soil Series Crop Sequence RYE Hybrid Bermudagrass Hay 6.0 Tons 7541 I _H5 NIA Foreston Corn, Grain 120 bu. Wheal, Grain 55 bu. Soybeans, Manured, Double Crop 34 bu. LI Potential Leaching Technical Guidance Low potential to contribute to soluble None 2 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 Nutrient Management (590) should be planned. Other conservation practices that improve the soluble nutrient leachins below the soils available water holding capacity and improve nutrient use efficiency should be > 10 root zone. considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge-of-f eld practices such as Filter Strips (393) and Riparian Forest Buffers (391). 396311 Database Version 2.0 Date Printed: 03-07-2003 PCS Page 2 of 2 NOTE: Svmbol * means user entered data. 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 arnount 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. Depending on the requirements ofthe crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. Waste Utilization Table Year 1 Tract Field Source I.D. Soil Series I'01al Acre Use. Acres Crop RYI: Applic. I Pcriod NltroRcn PA Nutrient Rcu'd Comm. I-ert. Nutrient Applied Res. Ohs/A) Applic. Mclliod Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N lhs/A 1000 t;al/A lons 1000 glis tons 4939 2,H6 S7 Blanton 2.08 2.08 Corn, Grain 60 hu, 2/15-6/30 71 0 0 Irrix. 71 28.36 0 58,99 0.00 4939 2,H6 S7 I Blanton 2.08 2.08 Wheat, Grain 35hu. 9/1-3/31 78 0 0 Irrie, 43 17.14 0 35.64 0.00 4939 2,H7 S7 Blanton 2.80 2.80 Com, Grain 60 hu. 2115-6/30 71 0 0 Irrie, 71 28.36 0 79.41 0.00 4939 2,H7 S7 Blanton 2.90 2,80 Wheat, Grain 35 hu, 9/1-3/31 78 0 0 Irrie. 43 17.14 {} 47.98 0.00 4939 3,H8 S7 Blanton 2.05 2.05 Fescue Pasture 1.5'T'ons 8/1-7131 54 0 0 Irria. 54 21,57 0 44.22 0,00 4939 4.HIOI S7 Blanton 2.46 2.46 SmaltGrainOvc"ccd 1.0Tons 10/1-3131 50 0 0 Irr!e. 50 19.97 0 49,13 0.00 4939 4,141() S7 Blanton 2.46 2.46 Hybrid Bermudagrass Pasture 4.5 Tuns 3/1-9/30 *170 0 0 Irrie. 170 67.91 0 167.05 0.00 4939 4,H1l I S7 Blanton 2.32 2.32 Small Grain [7YCrSCCd 1.0 Tons I0/1-3/31 501 0 01 Irri[;. 50 19.97 0 46.34 0.00 4939 4,�2S7 Blanton 2.32. 2.32 Hyhrid Rcrmudagrass Pasture 4.5'rons 311-9l30 *170 0 0 lrri,,, 170 67.91 0 157.54 0.00 4939 4,Blanton 2.32 2.32 Smaf[GrainOvcrsccd LOTonx 10/I-3/31 50 0 0 Irrit!. 50 19.97 0 46.34 0.00 396311 Database Version 2.0 Date Printed: 317103 WUT Page I Waste Utilization Table Vear 1 'tract Field source I.D. Soil Series 'total Acre Llsc. Acres CTOP Ryli Applic. I Period Nitrogen PA Nutrient Rcq'd I N I Comm. Fcrt. Nutrient Applicd N Res, Ohs/A) N Applic. Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applicd (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) 1000 lhs/A gal/A tans 1000 Pals tons 4939 4,1-112 S7 Blanton 2.32 2.32 llyhrid l3crmudagrnss Pasture 4.5 Tons 3/1.9/30 •170 0 0 Ircig. 170 67.91 0 157.54 0.00 4939 503A S7 Blanton 1.46 1.46 Small Grain Ovcrsecd I,0Tons 10/1-3/31 50 {] 0 Irrig, 50 19.97 0 29.16 0.00 4939 5,HI3A S7 Blanton 1.40 1.46 llyhrid Bcrmudagrass Paslurc 4,5 Tons 3/1-9/30 0170 0 0 Irrig, 170 67.91 01 99.14 0.00 4939 5,H13B S7 Blanton 1.46 1.46 Corn, Grain 60 bu. 2/15-6/30 71 0 0 Irrie, 71 29.36 0 41.41 0.00 4939 5.1-113B S7 Blanton 1.46 1,46 Wheat, Grain 35 hu. 911-3131 78 0 0 Irrig. 43 17.14 0 25.02 0.00 4939 5,1-114 S7 blanton 1.93 1.93 Cam, Grain 60 hu. 2/15-6/30 71 0 01 brig, 71 211.36 0 54.74 0.00 4939 5.H14 S7 blanton 1,93 1.93 Wheat, Grain 35 hu. 911-3131 7R 0 0 Irrig. 43 17.14 01 33.07 0.00 4939 5,1-115 S7 Blanton 1,91 1.91 Com, Grain 60 hit, 2115-6/30 71 0 0 Irrig. 71 28.36 (1 54.17 0.00 4939 505 S7 Blanton 1.91 1.91 Whcat, Grain 35 hu, 9/1-3/31 78 0 0 Irrig, 43 17.14 0 32.73 0.00 4939 5,1-116A S7 Blanton 1.03 1.03 Com, Grain 60 hu. 2/15-6/30 71 0 0 Irrig. 71 28.36 0 29.21 0.00 4939 5,1-116A S7 Blanton 1,03 1.03 Wheat, Grain 35 hu. 9/1-3131 78 0 0 Irrig. 43 17,14 0 17.65 0.00 4939 6,1-11613 S7 Blanton 1.03 1.03 Fescue Pasture 1.5 Tons 811-7/31 54 0 0 Ircie. 54 21.57 0 � � 22.22 0.00 4939 6,1-117 S7 Blanton 1.9R 1.98Fescue Pasture 1.5 Tons 8/1-7/31 54 0 0 Irrie, 54 21.57 0 42.71 0,00 7541 LHI S7 Foreston 2,41) 2.49 Small Grain Oversved 1.01'ons 1011-3/31 50 0 0 Irrig. 50 19.97 0 49.73 0.00 7541 I,HI S7 Foreston 2.49 2,44 llyhrid 13crmudagram [lay 6.0 Tons 3/1-9/30 *300 t) 0 Irrig. 300 119,R3 0 299.3R 0.00 7541 1,H2 S7 Foreston 1.61 1.61 Small Grain Ovemeed 1.0 Tons loll-3/31 50 0 0 brie. S0 19.97 01 32.16 0.00 7541 I,1-12 S7 Foreston 1.61 1.61 Hybrid Bermudagrass Nay 6,0Tons 311-9/30 0300 0 0 Irrig. 300 1 t9.83 0 192.93 0.00 7541 I,H3 S7 Foreston 1.24 1.24 Small (train Oversced 1,0'rons 10/1-3/31 50 0 0 Irrig. 50 19.97 0 24.77 0.00 7541 I,1i3 S7 Foreston 1.2,1 1,24 llyhrid Bermudagrass Ilay 6.0 Tims 3/1-9/30 •300 0 0 Irrig. 300 119.83 0 148.59 0.00 7541 I,H4 S7 Foreston 1.14 1.14 1 Small Grain Ovcrsecd 1,0'rons 1011-3/31 50 0 0 Wia. 501 19,97 01 22.77 0.00 7541 I.1-14 S7 Foreston 1.14 1.14 Hybrid Hermudagrass Ilay 6.0 Tons 311-9130 *300 0 0 Irrig. 1 300 114,83 0 136.61 0.00 7541 l,HS S7 Foreston 3.13 3.13 Corn, Grain 120 hu. 2/15-6130 137 0 0 Irrie. 1 137 54.72 0 171.29 0.00 396311 Database Version 2.0 Dale Printed: 3/7/03 WUT Page 2 ffization Table Tract Field Source ID. Soil Series 'Total Acre Use. Acres Crap fiYli Applic. I'criod Nitropcn PA Nutrient Req'd Comm. Fort. Nutrient Applied Res. ObslA) Applic. Mclhod Manure PA Nutrient Applied Liquid Manure Applied {acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N IhsIA 1000 RaI/A tons 1000 als tons 7541 I,liS S7 Foreston 1 3.13 3.I3 Whcat, Grain I 55 hu. 9/1-3/31 1 115 or0 Irrip. 63 25.26 0 79.08 0.00 Total Applied, 1000 gallons 2,527.68 Lagoon Liquids Total Produced, 1000 gallons 2,269.30 Balance, 1000 gallons -258.38 Total Applied, tons 0,00 Manure Solids Total Produced, tons 0.00 Balance, tons 0.00 Notes: 1. In the tract column, symbol — means leased, otherwise, owned. 2, Symbol ' means user entered data. 396311 Database Version 2.0 Date Printed: 3/7/03 WUT Page 3 Wactt-. I ltiH7atinn Tahln Vpnr ?. Tract Source Field I.D. Total Use. Soil Series Acre Acres Crop RY1i Applic. Period Nitrogen PA Nutrient Req'd Comm. Fen, Nutrient Applied Res. Ohs/A) Apnlic, Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Ficid) N N I N Ihs1A 1000 aa11A tons 1000 nls tons 4939 2,116 S7 Blanton 2.08 2.08 Wheat, Grain 35 hu. 9/1-3131 78 0 0 lrrip.. 15 14.02 0 29.16 0.00 4939 2,H6 S7 Blanton 2.08 2.08 Soyheans, Manured, Double Crop 21 hu, 411-9/15 83 0 0 Irria. 83 33.15 0 68.96 0.00 4939 2,H7 S7 Blanton 2.80 2.80 Wheat, Grain 35 hu. 9/1-3/31 78 0 0 Irria. 35 14.02 0 39,26 0.00 4939 2,H7 S7 Blanton 2.80 2.80 Soybeans, Manurcd. Double Crop 21 hu. 411-9115 83 0 01 Irrig. 83 33.15 ()1 92.83 0.00 4939 3,H8 S7 Blanton 2.05 2.05 1 rescue pasture 1.5 1'ons 8/1-7/31 54 0 0 Irria, 54 21.57 0 44,22 0.00 4939 4,H10 S7 Blanton 2.46 2,46 Small Grain Overseed 1.0 Tons 1011-3/31 50 0 D Irri". 50 19,97 0 49.13 0110 4939 4,H10 S7 Blanton 2,46 2.46 llyhrid Bermudagrass pasture 4.5 Tons 3/1-9130 *170 0 0 Irria, 170 67,91 0 167.05 0.00 4939 CHI I S7 Blanton 2,32 2.32 Small Grain Overseed 1,0 Tons 1011-3131 50 0 0 Irria. 50 19.97 0 46,34 0.00 4939 4,1411 S7 Blanton 2.32 2.32 Hybrid Bermudagrass pasture 4.5 Tons 3/1.9/30 •170 0 0 Irria, 170 67.91 0 157.54 0.00 4939 402 S7 Blanton 2.32 2.32 SmalIGrainOversccd 1.0Tons 10/1-3/3I 50 0 () Irria. 50 19.97 0 46,34 0.00 4939 4,H12 S7 Blanton 2.32 2.32 Ilyhrid Bermudagrass Pasture 4.5 Tons 311-9130 0170 0 () Irria. 170 67.91 0 157.54 U0 4939 503A S7 Blanton 1,46 1.46 Small Grain Ovcrsced 1.0 Tons 1011-3/31 50 0 0 Irrie. 50 19.97 0 29.16 0.00 4939 5.H13A S7 Blanton 1.46 1,46 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 '170 0 0 Irria, 170 67.91 0 99.14 0.00 4939 5,H13B S7 Blanton 1.46 1.46 Wheat, Grain 35 hu. 9/1-3/31 78 0 0 Irria, 35 14.02 0 20.47 0.00 4939 5,H13B S7 Blanton 1,46 1.46 Soybeans, Manured, Double Crop 21 hu. 411-9/15 83 0 0 Irria.- 83 33.15 0 48.40 0.00 4939 5,H14 S7 blanton 1.93 1,93 Wheat, Grain 35 bu. 9/1-3/31 78 0 01 Irria. 35 14,02 0 27.06 0.00 4939 5.H14 S7 blanton 1.93 1.93 Soyhcans, Manurcd, Double Crop 21 hu. 411.9115 81 0 0 Irria. 83 33.15 0 63.99 0,00 4939 5,H15 S7 Blanton l•91 1.91 Wheat, Grain 35 hu. 911-3/31 78 0 0 Irria. 1 35 14.02 0 26.713 0,00 4939 5,H15 S7 Blanton 1.91 1.91 Soybeans, Manurcd, Double Crop 21 hu. 4/1-9/15 93 U 0 Irria. 83 33.15 0 03.32 0.00 4939 5,H16A S7 Blnnton 1,03 1.03 Wheat, Grain 35 hu. 9/1-3/31 78 0 0 Irria. 35 14,02 0 14.44 0.00 4939 5.H16A S7 Blanton 1,03 1.03 Soybeans, Manured, Douhlc Crop 21 hu. 4/1-9115 8.1 0 0 Irria. 83 33.15 0 14.15 0.00 4939 6,H16B S7 Blanton 1,03 1.03 Fescue Pasture 1.5 T(,n5 811-7/31 54 0 0 Irrig.1 54 21.57 0 22.22 0.00 396311 Database Version 2.0 Date Printed: 3/7/03 WUT Nam 4 Waste Utilization Table Vear 2 Tract Field Source IR Soil Series Total Acre Use. Acres Crop RYl: Applic. Period Nilrogcn PA Nutrient Kcq'd Comm. Fcrt. Nutrient Applied Res. (lbs/A) Anplic. Method Manure PA Nutrient Applied Liquid Manure Applied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Ficid) N N N lbs/A 1000 vl/A tons 1000 P,ails lows 4939 6,1417 S7 Blanton 1,98 1.98 Fescue Pasture 1.5 Tons 811-7/31 54 0 0 Irric. 54 21.57 .0 42.71 0.00 7541 1,H1 S7 Foreston 2.49 2,49 Small Grain Overseed I.0'I'ons 10/1-3/31 50 0 0 Irrip. 50 19.97 0 49.73 0.00 7541 I,HI S7 Foreston 2.49 2.49 Hybrid 13ermudagrass Hay 6.0 Tons 3/1-9/30 *300 0 0 Irrip. 300 119.83 01 298.38 0.00 7541 1,1-12 S7 jForeslon 1.61 1.61 SmalI Grain Overseed 1.0 Tons 10/1-3131 5() 0 0 Irria. 50 19,97 0 32,16 0.00 7541 I,1-12 S7 Foreston 1.6t 1.61 l-lyhrid Bcrmudagrass Hay 6,0 Tons 311-9/30 *300 0 0 Irrie. 300 119.83 0 192.93 0.00 7541 I,1-13 S7 I Foreston 1.24 1.24 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irria. 50 19.97 0 24.77 0.00 7541 I,H3 S7 Foreston 1.24 1.24 1lybrid Bennudngras.¢ Ilay 6.0 Tons 3/1-9/30 *300 0 0 Irria. 300 119.83 0 148.59 0.00 7541 1,1-14 S7 Foreston 1,14 1.14 Small Grain Overseed 1.0 Tons 10/1-3131 S0 0 0 Irrie. 50 19.97 0 22.77 0.00 7541 I,H4 S7 Foreston 1,14 1.14 Hybrid liermudagrass Hay 6 0 Tons 3/1-9/30 *300 0 0 Irria. 300 119.93 0 136.61 0.00 7541 1,1-15 S7 Foreston 3,13 3.13 Wheat, Grain 55 hu. 9/1-3/31 115 0 0 Imp. 52 20.07 0 64.70 0.00 7541 1,145 S7 Foreston 3.13 3.13 Soybeans, Manured, Double Crop 34 hu. 4/1-9115 133 0 0 Irriu. 133 53.13 0 166.28 0,00 Total Applied, 1000 gallons 2,527,10 Lagoon Liquids Total Produced, 1000 gallons 2.269.30 linlancc, 1000 gallons -257.81 Total Applied, tons 0.00 Manure Solids y 'Total Produced, tons 0.00 Halnwco, tons o.00 Notes: 1. In the tract column, symbol - means leased, otherwise, owned. 2. Svmhol * means user entered data. 396311 Database Version 2.0 Date Printed: 3/7/03 WUT Papc 5 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 nmofF 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 (inch,:&hour) Application Amount (inches) 4939 2.1-16 Blanton 0.75 0.43 4939 2,1-17 Blanton 0.75 0.48 4939 3,H8 Blamn 0.75 0.48 4939. 4.H10 Blanton 0.75 0.48 4939 4,1-1I1 Blanton 0.75 0.48 4939 4.1112 Blanton 0.75 0.49 4939 5,H13A Blanton 0,75 0.48 4939 5,H13B Blanton 0.75 0.48 4939 5.H14 blanton 0.75 0.48 4939 5,H15 Blanton 0.75 0.48 4939 5,H16A Blanton 0.75 0.48 4939 6.1-116B Blanton 1 0.75 0.49 4939 6,H17 Blanton 0.75 0.48 7541 LHI Foreston 0.50 0.96 7541 1.1-12 Foreston 0.30 0.96 7341 LH3 Foreston 0.50 0.96 7541 LH4 Foreston 0.50 0.96 7541 I.H5 Forzston 0.50 0,96 .................................................... ........ -- ----------------------- I........_.......... --....---.................................--............................ ... 39631 L Database Version 2.0 Date Printed: 03-07-2003 lAF Pa-e i of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net 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 voluine 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 structures temporary storage capacity. Available Waste Storage Capacity Source Name I Sv6ne Feeder -Finish Lagoon Liquid Desi Storage Capacity(Days) Start Date 9/15 180 Plan Year Month Available Storage Capacity (Days) 1 1 83 1 2 80 1 3 106 1 4 126 1 5 145 1 6 163 1 7 169 1 8 173 1 9 178 1 10 169 1 11 161 1 12 146 2 1 136 2 2 129 2 3 132 2 4 169 2 5 180 2 6 180 2 7 180 2 8 l80 2 9 180 2 10 160 ' 2 11 141 2 12 118 * Available Storage Capacity- is calculated as of the end of each month. 396311 Database Version 2.0 Date Printed: 03-07-2003 Capacity- Page L 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. Sake 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 betaken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate Ib/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres tO Years Accumulation Minimum Acres 15 Years Accumulation Sine Feeder -Finish Lagoon Sludge - Standard Cum 120bu t5o 13.16 30.69 61.38 92.07 Ha%- 6 ton R.F.@. 300 26.32 15.34 30-69 46.03 So%bean 40 bu 160 14.04 28.77 57.54 86.31 ...............................................................--.........._...................................---....................__.._..........._...................I.._.._.........----- ... ..... 396311 Database Version 2.0 Date Printed: 03-07-2003 Sludge 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 provideevidence 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 maybe broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). ., ..... -- ----��..................--......-- ---...------------- ........... ..................... ----- - --- ...--.--........ ...--.--.--..--.-- 34b311 Database Version 2.0 Date Printed: 3/7/03 Specification Pa,.e 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively 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. Wastetnutrient 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. ...................... .......... .................. ............................ .... .............. --- ...--._...................-.................................. - -- -----...... ................. - - .396311 Database Version 2.0 Date Printed: 3/7/03 S=ification Page 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. _ 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. if animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pie -plant with no further applications of animal waste during the crop season. ........................ ................. --- ................... ......._.... -- ................----...... 396; t L Database Version 2.0 Date Printed: 317/03 Soecifcation Page 3 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. 396311 Database Version 2.0 Date Printed: 3/7I03 Specification Page 4 Crop Notes The following crop note applies to field(s): I,H5 Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 32 to » degrees fahrenheit. Review the -Official Variety "green book" and infomnation from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 2,H6, 2,H7, 5,HI3B. 5,H14, 5,H15, 5,H16A Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees Fahrenheit_ Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended b.- a soil test can be broadcast or banded at planting. 1'Vhen planting early in cool, wet soil, banded phosphorus will be more available to the young plants_ An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program. the recommended potassium and any additional phosphorus is normally broadcast at planting_ Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timeh_• management of weeds and insects are essential for corn production. ................... ... ................................................... .......... ......... ------------.....----- --- -- ................ 396311 Database Version 2.0 Date Printed: 03-07-2003 Crop Note Page 1 of 6 The following crop note applies to field(s): I,H1, 1,H2, 1,H3, 1,144 Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained. Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations provided for these soils. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I" to 3" deep (I.5" optimal). Sprigs should be planted quickly after digesting and not allowed to dry- in sun and wind. For Coastal and Tifton 78 plant at least 10 buiac in 3' roes, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or t-vo 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 Y in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lblac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): 3.H8. 6.H 16B, 6,H 17 Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained Adaptation: Marginal - In the Coastal Plain. tall fescue can be planted Sept. l to Oct. 15 (best) and Feb. 15 to filar. 20. For pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac_ seed. Use certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands. 0.25" in mi-%ture %with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply- 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for rnixtures «ith clovers but use proper legume inoculation techniques. Apply 150 to 200 Ib/ac. N to pure -stand fescue for hav production. reduce N rates by 25% for grazing_ Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window-. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional information or consult your regional agronomist or extension agent for assistance. ........... '...................................... 396311 Database Version 2.0 Date Printed: 03-07-2003 Crop Note Page 2 of 6 The following crop note applies to field(s): 1"1, 1,H2, 1,H3, 1,H4 Small Grain: CP, Mineral Soil, low -leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 1 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 bushelslacre and rye at t-1 1/2 bushels/acre. Plant all these small grains at 1-1 112" deep. Adequate depth control is essential. Re4iew 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): 4,H 10, 4,1111, 4,H 12, 5,H 13A Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 1 5-October 30; and rye from October 1 5-November 20. For barley, plant 22 seed/drill ropy foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time- See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Re -view 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. ...... .... .... I-- ... - ................ - . - ..... ..-....-.......----- ------------------ ---- --------------------.........--.------ ---- ...... ...... ----- - - 396311 Database Version 2.0 Date Printed: 03-07-2003 Crop Note Page 3 of 6 The following crop note applies to fields): 4,H10, 4,H11, 4,H12, 5,H13A Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar_ 31. Cover sprigs 1" to 3" deep (l .5" optimal). Sprigs should be planted quickly after diming and not alloyed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' roes, spaced 2' to 3' in the row. Generally a rate of 30 bulac is satisfactory- to produce full groundcoyer in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu!ac in 1.5' to 2- rows spaced 1' to 1.5' in row- For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July, For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): I,H5 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill ropy foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Varietv "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions- Apply no more than 30 lbs/acre N at planting- Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March- The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timzh_ - management of diseases, insects and weeds are essential for profitable wheat production. ........... ............... .............. ..-----------.......... -­- - - . -- ....... -. ......... .............. ...... .--- ---- - - -............-------- -......... 1 396311 Database Version 2.0 Date Printed: 03-07-2003 Crop Note Page 4 of 6 The following crop note applies to field(s): 2,H6, 2,H7, 5,H13B, 5,H14, 5MI5, 5,Hl6A Wheat: Coastal Plain_ Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also; increase the initial seeding rate by at least I0% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to seleet a high yielding variety with the characteristics needed for Four area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases. insects and weeds are essential for profitable wheat production. The following crop note applies to field(s): 1,H5 Double -Crop Soybeans, Coastal Plain: Mineral Soil, low --leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw-, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety- "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions_ Plant 24 seed/ro-w foot for 7-8" drills; 4-6 seed/row foot for 15" roves; 6-8 seedlrow foot for 30" roves and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be l-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop sox -bean production. v I ...... ....... .... ........ ....... .----- .................. I---- ----I- .............. --.................................. -- ----.........--............ ........ I.. ........... ...... ........... ..._........- ........... 396311 Database Version 2.0 Date Printed: 03-07-2003 Crop Note Page 5 of 6 The following crop note applies to field(s): 2,H6, 2,H7, 5,H l3 B, 5,H l4, 5ji l5, 5,H 16A Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Siding depth should be 1-1 1!2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. ....................... ............ ............. .............. ........... ............ ....... ....... _...... ............................. I—— ..... ........ ..... I ........................................... 396311 Database Version 2.0 Date Printed: 03-07-2003 Crop Note Page 6 of 6 • '4c f r Revised Apri120, 1999 JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION Facility Number 3t -�� Farm Name; On -Site Representative.' `S . Inspector/Reviewer's Name: (A tA' �Q& Date of site visit: F a1-PN Operation is flagged for a wettable acre determination due to failure of Part Il eligibility item(s) F1 F2 F3 F4 Operation not required to secure WA determination at this time based on exemption E1 E2 E3 E4 Date of most recent WUP: Operation pended for wettable acre determination based on © P2 P3 Annual farm PAN deficit: pounds Irrigation System(s) - circle # Dhard-hose traveler; 2. center -pivot system; 3. linear -move system; 4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportable pipe; 6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe PART I. WA Determination Exemptions (Eligibility failure, Part 11, 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 D2ID3 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 ll. Complete eligibility checklist, Part 11 - F3 F2 F3, before completing computational table in Part ill). 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 Lackof acreagewhich-resulted imoverappiication:ofwastewater(PAN) on:spray. fie Id (s):accordinglo-farm'sJast#woyears nflmgation-xecords.-, F2 UnclearjIlegible; or lack of informationfmap. F3 Obvious --field -limitations -(numerous :ditches;dailure 1-o:deduct Tequired buff"erlsetbackmcreage;-or25%-of#otaimcreageddentified:.in'CAWMP. includes . small; -irregularly- shaped fields = fields-lessfhan-5acres-for.travelers`or_less-than 2 acres for. stationary sprinklers). F4 WA determination required because CAWMP credits feld(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 7 Part III. Field by Field Determination of 75% Exemption Rule for WA Determination TRACT I FIELD TYPE OF TOTAL I CAWMP FIELD COMMENTS3 NUMBER NUMBER'S IRRIGATION ACRES ACRES % SYSTEM TF7 i FICLL7 IYIJIYIOC±C - IIYUIC111, EJUtt,1U11c, VI .VUIIJL 1iUI11UGIJ 11192Y uc UJOU 311 FJlma VI 31=IU IIUl1iUclb uzpul IUIfl U11 L.l`1YYlvlr" and type of irrigation system. - If pulls, etc. cross more -than one field, inspector/reviewer 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 map. COMMENTS3 - back-up fields with CAWMP acfeage: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 irrigation Tecords,- cannot serve -as the sole basisforrequiring a WA Determinabon.:.Back-up fields -must -be -noted in the -comment section and must be accessible by irrigation system. Part IV. Pending WA Determinations P1 Plan Jacks.foliowing-information: P2 Plan revision may_satisfy?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): 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 Johnny Futral Johnny Futral Farm 396 Pink Hill Road Pink Hill NC 28572 Dear Johnny Futral: I T 16TFN;W'A / 0 • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES December 30, 1999 Subject: Fertilizer Application Recordkeeping Animal Waste Management System Facility Number 31-338 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. IRRI, M2, DRY1, DRY2, DRY3, SLURI, SLUR2, SLD1, 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 4 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%a post -consumer paper I State of North Carolina -Department of Environment and Natural Resources :1r3 ,�;,� ` • Division of Water Quality James B. Hunt ort�3�8 �" Jr. Go v - ernWayne McDevitt, Secretaryf' 1'�; A. Preston Howard, Jr., P.E., Directoi'-i CDENR NORTH CAROLINA DEPARTMENT OF ' ENVIRONMENT AND NATURAL RESouRCEs December 29, 1998 Johnny Futral Johnny Futral Farm ; 396 Pink Hill Rd Pink Hill NC 28572 - ; Attn: Johnny Futral Subject: Certificate of Coverage No. AWS310338 Johnny Futral Farm Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear Johnny Futral: ' In accordance with your application received on September 11, 1998, we are forwarding this Certificate of Coverage (COC) issued to Johnny Futral, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the _Johnny Futral Farm, located in Duplin County, with an . animal capacity of no greater than 2448 Feeder to'Finish 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. Please be advised that -any violation of the terms and conditions specified in this COC, the General . Permit or the CAWMP may result in the revocation of this"COC,i or penalties in accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. Upon notification by the Division of this COC's expiration, you shall apply for its renewal._ This .; request shall be made withiri 30 days 'of notific_-tiori by the Division. L - •': % Jai - b.":�- This COC is not automatically ✓transferable: A name/ownership change application must be submitted to the DWQ prior to a name chazige or,change in ownership' j P.O. Box 29535, Raleigh, North Carolina 27626-0535 "Y "' Telephone 919-733-5083 ''FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer , 50%recycled/ 10% post-consumei paper Certificate of Coverage AWS310338 Johnny Futral Farm Page 2 -i-. 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) 395-3400. If you need additional information concerning this r COC or the General Permit, please contact J R Joshi at (919) 733-5083 exf 363. A. Preston Haward, Jr., P.E... , cc: (Certificate of Coverage only for all cc's) Duplin County,Health Department - 'Wilmington Regional Office, Water Quality Section "'D'u'plin County"Soil aiid Water Conservation District Permit File- Central Files NPDU Files rw {. State of North Carolina Department of Environment and Natural Resources WAR FCFlveo Division of Water Quality 0r/4L17ySECTic�N Non -Discharge Permit Application Form (THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) ,SF s j , j998 General Permit - Existing Liquid Animal Waste Opera,, rg8 Pom�ut, The following questions have been completed utilizing information on file with the Division. YI se review the information for completeness and make any corrections which 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: LI Facility Name: Johnny Futral Farm 1.2 Print Land Owner's name: Johnny Futral 1.3 Mailing address: 396 Pink Hill Rd City, State: Pink Hill NC Zip: 28572 Telephone Number (include area code): 910-298-3329 1.4 County where facility is located: Duplin 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): Take Hwy. 41 north from Beulaville. Turn left on to SR 1712. Farm is 1 mile on west side (left). 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms 1.8 Date Facility Originally Began Operation: 01/01/92 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 31 (county number); 338 (facility number). 2.2 Operation Descrip ion Swine operation Fe comer to Finish 2448- Certified Design Capacity is the above information correct? dyes; no. if no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum numberTor 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 0 Wean to Feeder 0 Layer 0 Dairy 0 Feeder to Finish 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals: FORM: AWO-G-E 5/28/98 Page 1 of 4 31- 338 Facility Number: 31 - 338 Facility Name: Johnny Futral Farm 4. APP//L��ICA//NT'S CERTIFICATION:: 1, ll�dTil�nivt�tt (Land Owner's name listed in question 1.2), attest that this application for Z 0);jp r FC, Tra V-pVj (Facility name listed in question 1.1) has been reviewed by me and is a cura a and complete tb 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. Signature Date �3 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) 1, (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 returned as incomplete. 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 POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 5/28/98 - Page 3 of 4 31 - 338 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 20 ; Required Acreage (as listed in the AWMP): 14.5 2.4 Number of�agtorage ponds (circle which is applicable): 2.5 Are subsurface drains present within 100' of any of the application fields? YES r NO (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or ( O please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR tandards, etc.) (Swine Only) YE or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited?�� What was the date that this facility's land application areas were sited? 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required item_ s by signing ydui• initials in the space provided next to each item. 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: 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. Applicants Initials r r FORM: AWO-G-E 5/28/98 Page 2 of 4 31- 338 P. O. BOX 277 United States Soil KENANSVILLE, NC 28349 Department of Conservation ' Agriculture Service TELEPHONE 919-296-1958 WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN TO: PRODUCER ArUoAp„„ F,,*ra 1 1 6o�c IS") PiA N c L qjR- LOCATION OF SITE Qh SR 1912 4 �Y, Mi% f1Qr-l-yr a1` Pb GrJ i1�1� SIZE OF PROPOSED OPERATION .Z -' f4 ToirJa IS SOIL SUITABLE FOR LAGOON? -YES ✓ NO SOIL CLASS.13»f3 DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS TENANT _1z 0o' _. NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE . o�ac� rox ACREAGE/CROP REQUIRED TO PUMP EFFLUENT Pt A&. %Cvax- al _.. 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 1___� 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 CR/ITERIA FOR WASTE TREATMENT FACILITIES? YES ✓ NO ADDITIONAL COMMENTS SIGNATURE IA! DATE S-q ^9/ AThe S*0 Consarvet on service 10K U. 'johnny Futral P � 1 Operator:===============================~===>Johnny Futral 2~ County:=====================================> ; Dist.to nearest residence (other than owner): 5 sows (farrow to 6 sows (farrow to 7 head (finishing only):======================> 244B S sows (farrow to I head (wean to 10 Storage volume Mr sludge accum' (cu. 11 Inside top length:==========================> 235.5 12 Inside top 253.0 13 Top of dike at it 1.0 Peak 15 Side 2.7 16 25 Year - 24 Hour 7.51 17 Bottom of lagoon IS Total required volume:=============> 483180 19 Total design volume avail.:========> 486776 TO Design end elev.:===================} 90.0 pumping 15-aan-91 U3:34 P�I m/h«^ �v��°w fn»«n�> vn J�k� ��r .�^�' ` `' � " '" �~~~/#!j' 1� _ .^, U 95 K L M N O P Q 1 Operator:===================================}Johnny Futral 4 Dist.to nearest residonce (other than owner): 5 sows (farrow to 6 sows (farrow to ' 7 head (finishing only):======================> 2448 2 sows (farrow to 9 head (wean to 10 Storage volume for sludge accum' (cu. ft.):=> TO PRINT ALT-F O&M PLAN ALT-O TO CLEA� ALT-C SEEDING SPECS. ALT-S WASTE R TO PRINT ALT-P O&M PLAN 11 Inside top length:==========================> 235.5 ALT-O (2 Inside top width:===========================> 253.0 13 Top of dike at AS*v O CLEAR 14 1.0 ALT-C 15 Side slopes:================================> 2.7 16 25 Your - 24 Hour RainfaIl==================> 7.5 SEEDING 17 Bottom of lagoon elevation:=================> 83.3 SPECS. - 18 Total required volume:=============> 483180 ALT-S 19 Total design volume avail.:========> 473846 20 Design end pumping elev.:===================> 90.0 WASTE 15-Jan-91 03:49 PM READY Animal Waste Management Plan Certification (Please type or print all information that does not reouire a signature) General Information: Name of Farm: Facility No: Owner(s) Name: J A u Phone No:Q1C-_)qg-33� Mailing Address: 3q� PINK 1-h LL (�iUA� r� V- tT +Lj_ N C z $S 7D Farm Location: Fourteen Digit Hydrologic Unit:Q3C3'IjYJ DPI D Latitude and Longitude: ,;q 8 591 (q Jf / `77 ° 4a t " County, -j)WI i tj Please attach a copy of a county road map with Iocation identified and describe below (Be specific: road names, directions, milepost, etc.): TAKe_ NC L4I J-cg,cnt�d5 P(�,fie— 'S O� fL - IqT G)u NN �,ItF'C�t�nCt2Ke 1 ( SR D1Z�-("P,NK RU--4019C�) TPRN LEFT - f:19Prn �t :cx�r��nTtt_q 2 tr; LE,ON +`.Er i Operation Description: Type of S+vine No of Animals Type of Poultry No of Animals Type of Cattle No of Animals h Wean to Feeder 0 Layer ❑ Dairy fA Feeder to Finish 204S D Pullets 1D Beef _ Cl Farrow to Wean ❑ Farrow to Feeder Farrow to Finish Other Type of Livestock: Number of Animals: Acreage Available for Application: 2.0 Required Acreage: j 14.5 Number of Lagoons/Storage Ponds: L Total Capaci : _ qSZ , 4 g`4 _ Cubic Feet (0) Are subsurface drains present on the farm: YES or O (please circle one) Owner/Manager Agreement I(we) verify that all the above information is correct and will be updated upon changing. 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. 1 (we) understand that there must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I (we) understand that tun -off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title tra sfer. Name of Land Owner: 70 ly %.�- Signature: Name of i Signature: (if different from owner): AWC -- April 24, 1996 Date: T r-ICIc� l Date: Technical Specialist Ce,y-'4 icatioll [. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission, pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) 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 are included in the plan as applicable- While each category designates a technical specialist who may sign each certification (SD, S1, WUP, RC, 1), the technical specialist should only certify parts for which they are technically competent. II. Certification of Design A) C:ollection_, Storage, TrealmentSystern Check t appropriate box Existing facility without retrofit (SD or WUP) Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements. ❑ New. expanded or retrofitted facility (SD) Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have been designed to meet or exceed the minimum standards and specifications. Name of Technical Specialist (Please Print): SILLY W HOUSTON Affiliation: DUPLIN S & 1.1 CONSER DISTRICT PO BOX 277 Address(Agency): KFNANSVILLE NC 28349 TELEPHONE 910-296-2120 Signature: ? B) Land A12121ication Site (WUP) The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable for waste management: hydraulic and nutrient loading rates. Name of Technical Specialist (Please Print): BILLY 1-1 HOUSTON DUPLIN S & 1.1 CONSER DISTRICT Affiliation: PO BOX 277 Address (Agency): KENANSVILLE NC 28349 TLEPHONE 910-296-2120 Signature: � �/ti !/�, �-11—q,� ET C) R an ff n r 1. from Exterior Lots Check the appropriate box Ll"' Facility without exterior lots (SD or WUP or RC) This facility does not contain any exterior lots. ❑ Facility with exterior lots (RC) Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance with technical standards developed by NRCS. Name of Technical Specialist (PIease Print):. Affiliation: Address(Agency): Q.j� AWC -- April 24, 1996 BILLY Id HOUSTON DUPLIN S & .! CONSER DISTRICT PO BOX 277 KENANSVILLE NC 28349 TELEPHONE 910-296-2120 D) Ant)licati�n and Handling FclttiDn�c_n_ Chec—k thhee appropriate bo�--- ~ [� Lxistin fig acility with existing waste application equipment (WUP or I) Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established; required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan). ❑ New or expanded facility, or existing facility without existing waste application „equipment (I) Animal waste application equipment specified in the plan has been designed to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). Name of Technical Specialist (Please Print): Affiliation: Address(Agency) Signature: =N.MM III. Cer-i* cation of Installation A) CQUec ion, Storage, Treatmen[Install lion BI`LY H VOUSTOIv DUPLIN S & H CONSER DISTRICT PO BOX 277 KENANSUILE NC 28349 TELEPHONE 910-296-21?0 New, expanded or retrofitted facility (SI) Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in accordance with the approved plan to meet or exceed the minimum standards and specifications. For exisd igfacilities without retrofits, no certification is necessary. Name of Technical Specialist (PIease Print): Affiliation: Address(Agency): Signature: AWC -- April 24, 1996 Phone ate: i Land A p-lifation ":iv (NVU1') vPwa the ppropriate box The cropping system is in place on all land as specified in the animal waste management plan. Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as specified in the waste utilization plan has not been established and the owner has corrimitted to establish the vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for compliance with the waste utilization plan. 0 Also check this box if appropriate if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of this certification, the owner has committed to establish an interim crop for erosion control; Name of Technical Specialist (Please Print): BILLY W HOUSTON Affiliation: DUPLIN S & 1-1 CONSER DISTRICT PO BOX 277 Address(Agenc. KENANSVILLE NC :'-_-28349) Signature: l�_cl�� TFLEPHONE� 910-296-2120 .- � - _ .. _ This following signature block is only to be used when the box for conditional. approval in III. B above has been checked. I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DIM a verification of completion from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DF_M_ Name of Land Owner Signature: Date: Name of Manager(if different from owner): Signature: _ Date: C) Runoff. Controls from Exterior Lots (RC) Facility with exterior lots Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in the plan. For facilities without exterior lots, no certification is necessary. Name of Technical Specialist (Please Print): Affiliation: Address(Agency): Phone No.: Signature: Date: ' AWC -- April 24,1996 D) A li i nand-l-1 n lin,2 Eatiium,ntIns 11 ion (WUP or I) Check the appropriate ck M Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and adjustment materials have been provided to die owners and are contained as part of the plan. ❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner has proposed leasing or third party application and has provided a signed contract; equipment specified in the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and adjustment guidance have been provided to the owners and are contained as pan of the plan. ❑ Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased and will be on site and installed by (month/day/year); there is adequate storage to hold the waste until the equipment is installed and until the waste can be land applied in accordance with the cropping system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are contained as part of the plan. Name of Technical Specialist (Please Print): Affiliation: Address Signature: -I/- BILLY b' HOUSTON DUPLIN S & L4 CONSER DISTRICT PO BOX 277 KENANSVILLE NC 28349 TELEPHONE 910-296-2120 The following signature block is only to be used when the box for conditional approval in III D above has been checked. I (we.) certify that I (we) have committed to purchase the animal waste application and handling equipment as specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM. Name of Land Owner: Signature: Date: Name of Manager(if different from owner): Signature:_ _ Date: Please return the completed form to the Division of Environmental Management at the following address: Department of Environment, Health, and Natural Resources Division Of Environmental Management Water Quality Section, Compliance Group P.O. Box 29535 Raleigh, NC 27626-0535 Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the local Soil and Water Conservation District Office and to keep a copy in your files with .your Animal Waste Management Plan. AWC -- ApriI 24, 1996 PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT I, [jc3_&/7/ (V k -1 UT /? 4 [- _ , certify that I (own, have access to) the (producer) following irrigation equipment: TYPE IRRIGATION AND SIZE ��\-D SE ' Kt2%A7C-, > AVAILABLE FROM �oVNc 1 E�-A—R[ La (owner (it' rq pment) further certify that, through the arrangements I have made concerning irrigation equipment, I will be able to irrigate as necessary according to my waste management plan. Signature (producer) PRODUCER CERTIFICATION OF INTENT TO PLANT GRASS FOR IRRIGATION , certify that I will plant the specified grasses (producer) as outlined in my waste management plan at the next available seeding date. If this seeding date is in excess of 6 months from the date I stock animals, then I will provide a temporary cover of small grain if needed for irrigation. Signature Date (producer) SPECIFICATIONS: JIOIFIIY IFU%rRAIL ROUTE I BOX 3S7 PINK HILL, Me cue 28,572 DELTA ENGljVEM?1"NG INC ENGINEERING • PL- A NNING • S UR VE YING CLAUDE L. WHITFIELD P.E. P14ONE (919) 778-4381 P.O. BOX 193 GOf_DSRmn. N,r; ?75i0 Operator:MR. JOHNNY FUTRAL County: DUPLIN COUNTY Distance to nearest residence (other than owner): 1. STEADY STATE LIVE WEIGHT Date: 10/20/91 1200.0 feet 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 2448 head (finishing only) x 135 lbs. - 330480 lbs 0 sows (farrow to wean) x 433 lbs. - 0 lbs 0 head (wean to feeder) x 30 lbs. - 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 330480 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= I.CF/lb. SSLW Volume = 330480 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet -I. TOTAL DESIGN VOLUME " f vFlzF1�F,� Inside top length 235.0 feet ; Inside top width 250.0 feet 5 Top of dike at elevation 95.4 feet Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 94.4 feet Bottom of lagoon elevation 83.4 feet Seasonal high water table elevation 83.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 230.0 245.0 11.0 D✓ u ST/'�NT.S Foy ��Tu g f�,eC9S d d� . 77j �jG�oor SHr�PE AREA OF TOP LENGTH * WIDTH = 3%,2 7 z G 230.0 245.0 - 563-5t-. 0 ( AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH 175.0 190.0 13�(AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 43, S9y X y 202.5 - .217.5 (AREA OF MIDSECTION * 4) CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6 56350.0 176175.0 33250.0 1.8 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = U. FT. ,• 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width 235.0 250.0 58750.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 58750.0 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 = 330480 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 80705 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per -foot Volume = 34270.8 cubic feet 5D. volume of 25 year -• 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 36718.8 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 80705 cubic feet 5B. 0 cubic feet; 5C. 34271 cubic feet 5D. 36719 cubic feet TOTAL 151695 cubic feet 6. SUMMARY Total required volume 482175 cubic feet �a z ssy Total design volume avail.-44h't- s4-cubic feet • Min. req. treatment volume plus sludge accumulation 330480 cubic fe At elev. 91.5 feet ; Volume is 333623 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 450535 cubic feet At elev. 93:7 feet ; Volume is '448388 cubic feet (start pumping) Seasonal hic4h water_ table elevation '83.0 feet 7. DESIGNED BY: APPROVED BY:��� DATE: %O 07 /-- 9 DATE: l dle ?l NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 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 as 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 investivation 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: 2.2 ACRES USE THE SEED MIXTURE INDICATED: 132 LBS. FESCUE GRASS @ 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 132 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 30 17.6 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 66 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: 2200 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 4.4 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 220 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. 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 conditions,flushing operations, and the amount of fresh water added to the system. Land application of waste water is recognized as an acceptable method of disposal. 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 the 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 43.7 46-. as marked by permanent markers. Stop pump -out when the fluid level reaches elevation 9,5-O 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. 8. 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. WASTE UTILIZATION PLAN ---------------------- Owners name --:MR. JOHNNY FUTRAL County:DUPLIN Mail Address-:RT.1, BOX 357, PINK HILL, N.C. 28572 Type of production unit ---- :FEED -FINISH 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 crowing 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 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: ---------------------------------- 2448 animals x 1.9 tons waste/animal/yr= 4651 tons total waste Page 2 Amount of Plant Available Nitrogen Produced Per Year: 2448 animals x 2.30 lbs. N/animal/year = 5630 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. N Month to No. No. Type Code Per Ac. Used Apply T7541 1989 BnB 6 7 Tons 400 18.0 7200 MAR--AUG Total 18.0 7200 Available Nitrogen 5630 Surplus Or Deficit -1570 Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda 5=Control Grazed Bermuda; 6=Hayland Bermuda Narrative of Operation: ----------------------- 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. Prepared by; Concurred in by: Title a ucerDate (Copy to producer and copy to case file) t-��^•� United States Soil P. O. BOX 277 Department of Conservation KENANSVILLE, ' NC 28349 Agriculture Service TELEPHONE 919-296-1958 ----------------------------------------------------------------- WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN TO: PRODUCER.,�Mr Zy &v -ra 1 fl{r✓ 1 Uo r is' 7 Pink Him Nc Aant- 91q- LOCATION' OF SITE __y, SIP, 113- allw6y, hor#h a-{ f ker1 /;/I fj SIZE OF PROPOSED OPERATION = 4 + O ins_ IS SOIL SUITABLE FOR LAGOON? YES ✓ NO SOIL CLASS. (3nJ DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS TENANT I X D0� NUMBER OF HOUSES WITHIN 2006 FEET OF LAGOON SITE a I p I prox 1 ACREAGE/CROP REQUIRED TO PUMP EFFLUENT. �`f' Ilic. 1 CyarfQl 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. O. BOX 1890 WILMINGTON, NC 28402 TELEPHONE 919-251-4636 DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? 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'Or t rx'L'S�'•tk '-` .. ~ -i.- C C�- 1 �N�:�y1 F;s Cr 'rcC �9 ! ��-A °- f � r'i7�� �*,,77 _..._. .4 _; � ri JJ',r`i.Y•,� Via-. i� t YY: S ! v. x• r tA' "iFY ,�- : �3�-.� r �yi t � ♦ K e �y� '. r s i'dlt - r�} r. � • o-r sm..Sf'� VOLUME OF CUT/FILL (CU YDS) BETWEEN SECT ,#R50 AND SECT JR500 JOB: FUTRELL DATE: 10-19-91 NAME: CLW FROM TO DIST VOL CUT VOL FILL NET VOL 50 100 50 111 0 111 100 135 35 506 -104 402 135 140 5 92 -39 52 140 150 10 121 -101 20 150 180 30 1726 -313 1412 180 200 20 2015 -207 1807 200 250 50 4340 -830 3510 250 300 50 3219 -1860 1358 300 325 25 1181 -1423 -243 325 350 25 805 -1769 -964 350 385 35 555 -2876 -2320 385 400 15 82 -1059 -977 400 410 10 18 -435 -417 410 450 40 16 -1062 -1046 450 500 50 0 -1109 -1109 TOTALS: 450 14786 -13189 1597 CUMM VOL 111 513 565 585 1997 3805 7315 8673 8431 7467 5146 4169 3752 2706 1597 SECTION CUT & FILL AREAS (SQ FT) _ JOB: FUTRELL DATE: 10-19-91 NAME: CLW LINE SECT CUT AREA FILL AREA 1 R50 0 0 2 R100 120 0 3 R135 660 -160 4 R140 331 -265 5 R150 323 -282 6 R180 2783 -282 7 R200 2657 -278 8 R250 2030 -618 9 R300 1446 -1391 10 R325 1104 -1683 11 R350 635 -2138 12 R385 222 -2299 13 R400 74 -1515 14 R410 22 -835 15 R450 0 -599 16 R500 0 -599 DISTURBED AREA (SQ YDS) BETWEEN SECT #R50 AND SECT #R500 JOB: FUTRELL DATE: 10-19-91 NAME: CLW FROM TO DIST CUT FILL GRADE 50 100 50 278 0 833 100 135 35 819 400 194 135 140 5 153 129 0 140 150 10 259 282 0 150 ISO 30 848 775 0 ISO 200 20 603 481 0 200 250 50 1418 1327 0 250 300 50 1290 1530 0 300 325 25 589 850 0 325 350 25 472 961 0 350 385 35 401 1455 0 385 400 15 83 634 0 400 410 10 62 392 0 410 450 40 174 971 0 450 500 50 0 640 0 TOTALS: 450 7450 10826 1028 19304 SQ YDS SLOPE STAKE DISTANCES (FEET) JOB: FUTRELL DATE: 10-19--91 NAME: CLW LINE SECT STAKE LT STAKE RT 1 R50 0.0 200.0 2 R100 0.0 200.0 3 R135 0.0 526.6 4 R140 37.4 525.1 5 R150 37.7 525.1 6 R180 36.3 522.9 7 R200 34.8 523.4 8 R250 27.9 527.4 9 R300 21.0 537.0 10 R325 18.9 538.9 11 R350 29.7 541.7 12 R385 99.9 542.5 13 R400 129.2 546.4 14 R410 143.8 543.9 15 R450 219.8 335.0 16 R500 219.8 335.0 .............. .................... . . ......... ................................................................................ I ....................... I ................ ....................... ............ ..................... I ..................... ........... .... .... i:41! I RIM Mill flI i 1"! HIM Mill I dull Mll! 1 10111 !Nil I !jiiji id 1TI, Z% I z% a a r— J-u z I a-.L - 43 dA 4- rs -1 1 d—A iz Will 4111! It7 A 4= 'V 4-r -M A R= v -Ir R" fLF JL JL 4LF I A 10 %.r JL__ -&.F a-% 46- IL r> -.3L -; tr L x% -Lm %.'L.JL Zk qe Lr C4L A Q= qu ILE AM qLp -r A 9 1 4Lr JL-- M-F Imp M111 ,;Nfl 1AF H TL ' 01b E -0-#: R50 Jim VI.. 0 ty JILL 0Illiil Lt A A A AL 4- 0 M. L Itpllliil Wili :141flultittl M] IM411mi I: ltmittqll !r;!!f, 1 un"m ........ u u 1"m ................ Ill 111UH1 11 1111tItHIM11111111HIMI Itllitittlttt"lli 111111 ItIM111011 110,11MM"I INDILIM 111"11111 1111MIM-1011111 11itillil CROSS-SECTION DATA -ROADWAY' OPTION JOB: FUTRELL SECTION IR50 CUT AREA= 0 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= 0 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL. 0.0 .92.5 0.0 92.5 0.0 50.0 92.9 50.0 92.9 0.0 100.0 93.1 100.0 93.1 0.0 150.0 95.4 150.0 95.4 0.0 200.0 96.5 200.0 96.5 0.0 .................... !l;i!I .................. r ............................ ...,.,..................................... ................. .,.............................................. ,............... ..`<............. .......... .................. ....,...............,...,...,,...................,.......... If M I �Ilii� 1,lfll Mill ( f!3iii !dill r film N!M . tlt!h HIM Illl€I !fijli PIII! IMP !!illl will lillil r I j Illflf 131f1! will Mill ! !t!fll r IIj!i 11lI!1 IT!! MT .,...< .. .. .. .... .. .. .. .. .. .. „ ., .. .. .. .. .. .. ..-.�trt-� ,. .. .. .. .. .. .. .. ., .. .,tee. ., .� .. ., .. .... .. .. ., .. .< .. „ ,. .. .. .. .. ,. ,. .... .. .. .. .. .' 'lII�I r -.ter= ---I.,,•Lr- 'ilr;� iillll ; +dill iirtij iillll r I Isj#i� IiljiE Mli! Ulfll ! ! i i i i i t iillli Illfl! !Ilfl! 1r_' 4L. s- i i€li 3 M- 9.r -OL ■ Ar sr qj JL J. I 111Lr A-= !il!ll � 7 T � .A■ T rti "L ! r-s. � � 110 � .rs• � � � 7 R ra S11� r !!lili 3.t a t• M• Cr -0L s C ■ K.! -6-F W-P s Y ■ Lr I! M 1(IIlI ■ rz 1L ■ vt I qr "O'V T T r- n r1 4- 411� ■ is It If3 !!fill IIIIA'Lp " ■ A' ■.J A J-%j1.:sjLAj d q-_* q.r Ir Tr ■ J"b1 qu itM !Illfi rz ■ s 4- - '1 '01 fA T i,r '•Al, 4- t w 1'I i -- CA T i-r t 4- Illlll Will qr t4 1t• --- JL Ir■ w I .a JL• 3 A A Y _--v i %� iillll lliltl{Itllltll{ill[illliilE...I, 1111111EtilktillliIll IEltl[111lFtllllk BlllllFl{kill]kl[]llpl]II Ililllilllllll IIlE[[Il11][ili11i1N1[[[klll11111111111Illllli[Illllllllllll{I IlEillill[llikil]IIIIIllklll![]Iilllllkltll llllllllilillull[I[IilililllilFlEli[Illllll I{IllElllll[[lllllltl[II]]{Illll[{illill{l1111 IlIllIllllillllllllliIgllfllllll!13111111fIIIfIUllfllIIIIIIIflflp[IIIfIIIillilillllElllflll€IfIIIIfIfIIIIIIIfIIIllllllllflllllllllfllilll[lillllllllllflflillllllUllllElilflflflllflllflllllllliElll1111fIflllfllilll311IIIIIlIIIiIIIIfIIIlllillllllll[IEI[IlIfIIIt!Ilfl!IllGfflllllllllllllfllll€Ifll!I!Iflllfl CROSS-SECTION DATA --ROADWAY OPTION JOB: FUTRELL SECTION JR100 CUT AREA= 120 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= 0 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3:0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 93.5 0.0 93.5 0.0 50.0 94.5 50.0 94.5 0.0 100.0 95.2 100.0 95.2 0.0 150.0 96.2 150.0 94' 0'- 2.2C 200.0 97.1 175.0 95.0 1.6C 250.0 97.7 183.0 96.0 0.8C 200.0 97.1 0.0 III[IE illlll ' � Illlll I:lllt ' Il lli ' � tilltf Illlll HIM Illlll Illflf ' lfllll IMI . tillll ' tllllf . Illlll flllfl ti li! _ �r �-•-+•+ � illlkl • _ r' lllllf HIM illllf r HIM HIM Illlll L I r* a ■ s- am --L I r,6 M n Illlll= s 1= %r M�grCLA q� a .rtr Rrai JLJLMp Illlll -3 -; r 4- rn -% 11 n ■ r3 #•r% "a1:� 0-A flitlf u A --'b q-r CLi 4= . Mr tt ■ Lr wr lillll dL a s 4- - f f" r r+r 'A' A% 4 1 11 40-2 r nr fidflq- tqL qb. Ift#ll Will t.rMr _-.3.-1 JL %p 1 i A A wp CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION #R135 CUT AREA -- DATE: 10-19-91 NAME: CLW FILL AREA= CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED DISTANCE ELEVATION DISTANCE ELEVATION 0.0 93.6 0.0 93.1 50.0 94.9 50.0 93.9 100.0 95.5 300.0 94.4 150.0 96.2 327.0 98.9 200.0 97.0 523.0 98.9 250.0 97.7 526.6* 97.7* 300.0 97.8 350.0 98.2 400.0 98.4 450.0 -98.2 500.0 97.9 550.0 97.6 7 a-L a-L %j%- 9 1 a!it Y"- L.F - v at rL 11%- 1 f2" r A RILrA--A.Wltr AIL 4- i Kr 660 sq ft -160 sq ft CUT OR FILL 0.5C 1. OC 3.4C 0.9F 1.2F 0.0 . lllll; r; „ .. ,. ,... , , , lit IIIIII I 1111!: .11011 Islfll M111 111111 AM IIf111 1 1 II 1 I ;l!1!1 !;flq 111111 llllfl it III 1�1 fi f l I!I I� fll��l flllll 1 llllfl ! l ll !Ilf�l 11P f1!Il! flllllL ......................................................„..,..,.,.....,...,. .,.............,... ...,...........,, .,..„,..,,.............,„. flllll llfill flllll 1 f'M I t flllll .. ,. ,. -ter „ .. ........ .. .. .:.... ...• ., „ ....., .. ,. „ ..., ., „ .. ,.., ..., .., ., ., ..., ..., ..., ...., „ .. ,.., ..... ..., ,.., ., .. ,....... ,......, .. . r^ r flllll lllllf flllll Mill u A M• I: ; IL ■ qj u ■ tr 4t A 4 r W-F 'V 119P'0ti' T T X LM J. J1J.:+J dJ.A IL. *.! I %p qLp r rL. n -11- 44 ■ 701 A 10 _'M . C q.r qv T' ■ J18 _x 111111r% llilil - R_ 1Lt - '.? 'r31 t .P & .i � A � i n Y - '- WW.■ y x &.r F ' A CROSS-SECTION DATA -ROADWAY OPTION t1 ncr= 5 Jr J. I I %.r L "- JL 11LF 41tF a � JOB: FUTRELL SECTION IR140 CUT AREA= 331 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -265 sq ft CUT SLOPE= 3.0- FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 93.6 37.4* 94.6* 0.0 50.0 94.9 40.0 95.4 0.8F 100.0 95.5 310.0 95.4 2.4C 150.0 96.2 335.0 99:4 1.4F 200.0 97.0 515.0 99.4 1.6F 250.0 97.7 523.0 98.4 0.7F 300.0 97.8 525.1* 97.7* 0.0 350.0 98.2 400.0 98.4 450.0 .98,2 500.0 97.9 550.0 97.6 9 Mill HIM ......................... F I I PlIll lilllf fillff . .. .. .. .. . .. .. .. .. Iflill 81111 Mill IIfIfl 11011 I 1 L lillll fill!! :. ,. ,. „ ,...., ., ... tl!!I! HIM I HIM I'ti11Mill MM I III' Miff IIll II flfl(l IMP I Mi I Ij 1;w1 RIM !II[l# 4= A q= 1111r ZZIL q_r 43(2 4-".. it -2 al _r qLp 4L_ JL J. MF 4h► a,- 0 A A I 4Lr Arqt if!!O ijlllj lut A 4L. .r- q, L I= 7 1, MLF lL_ W-P A 5 1 4-r W-P MY pi!:l --m. -.3. M %.F -r A JL liiN ;.1-L IL a , • ems' 1] 'r ID'' T T 4- 44 a R AL 5 0 Ili 104-Piv a X A Xb ALP JLA JU Z-3. q_r 1L. Irr . ,!!1� LL - -31 -16 ­3 r rr JL- 4- AL -; I "I - ­31 0 -r-) r rr A' 4, 4LIL 4L. - 1F 4. zF Z-3. A q, A L JL JL - em ILP ILM _M6 -- JL IL. l, ......... il IMIll HIMMIM.I.M., 11,11,11MI 111111111111, 1111111,11,11 low 111141111111 IlItIlill : a i JIM! CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION fR150 - CUT AREA= 323 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -282 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 93.7 37.7* 94.7* 0.0 50.0 95.0 40.0 95.4 0.7F 100.0 95.6 310.0 95 .4 2.3C 150.0 96.3 328.0 98.4 0.6F 200.0 96.9 377.5 99.9 1.8F 250.0 97.6 425.0 99.3 1.1F 300.0 97.7 472.5 99.9 1.9F 350.0 98.0 523.0 98.4 0.7F 400.0 98.2 525.1* 97.7* 0.0 450:O 98.1 500.0 97.9 550.0 97.6 .......... ............ ... .... '...m .......... ............................. ........... I ............... ­!q TIP Mir 'r7 ON! '��f r- HIM H oliff MM Wl! I flllll fj I 411H, t q I MN ii:!i�i J-116 a 1= r- im a 0 _d_ 1L_ IMP 4L am m Icz A 4Lr iifilj V JL I a 11; JL__ %_F 'H'i r- 1L. ;iw3 aL 4- I-L 113 wy cz Ca-31. �m W-IiiL am %m= _b 4-21 IQ Ca. A M_ •®r -S. A v a 'r w_r w I A 8 & 4-r L- I 1L a 1VI I qP '016"T T 4- 4-F - 10.9 09'2 +iliiio W-F JL/ a A� LA A J 1% JL:j " JLA 4� 4-r Tr a A IF JL " W.F !1'1,11 am a a 4-- 13 wy 0 1.3 r-- rr JEL 4- JEL ; I I - J:) 0 J3 j- r-.r JEM q_IL co a qp %y JL AL- X A A A - FILM R-P ILIE JL 'L. ii is MIN HH!, 1:11 t ill IF[! lit 1:11 ll:!Ijlj i ligi! "I'll .... CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION IR180 CUT AREA= DATE: 10-19-91 NAME: CLW FILL AREA= CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED DISTANCE ELEVATION DISTANCE ELEVATION 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 450.0 500.0 550.0 93.5 94.5 94.8 95.4 96.3 97.0 97.2 97.5. 97.7 97.8 97.7 97.2 36. 3* 40.0 50.0 80.0 270.0 300.0 310.0 312.5 330.0 377.5 425.0 472.5 520.0 522.9* 94.2* 95.4 95.4 83.4 83.4 95.4 95.4 94.9 98.4 99.4 98.8 99.4 98.4 97. 5* 2783 sq ft -282 sq ft CUT OR FILL 0.0 1. IF 0. 9F 11. 2C 13.6C 1.8c 1. SIC 2.3C 1. IF I.8F 1. IF 1. 7F 0. 9F 0.0 111111..............................."..'.... .; .;;..".."..;:i'.;..'...'......",.;'...'."..;'..'..,...".., ....,,..'.."..,...,:.."i. .' ,,..:.....'..".."..;;.,.'.."..:;..,,..'......."..,n.;;.'...'u.11."."•........,",.'..".."•.i1."..'...,;..:........;. .'..:... i1.... 11iw €11111 I HIM I 1 ' flll!i JIM I11111 IRIIi I ! �- T i 1 WIP !III#I 11111! Hill€ I L ... F3 . ............... .........., i ., ,....... N .........., .. , ...... ,. ,. ,... ,. ,......... , .......... ,...., ,. ,. ,. ,..... ,... , ., ., ., ... 11111? 111111 €Illll I 1 1 t E 101 IlM! I -+1 = } IIIII€ iIl!!1 i IIII' I HIM 1111i1 III€If !Iflf! f!i+11 I i I i I11111 101 Ifilil Imli # 1 i Ilfil# i{Ifl1 I t !!ill' Milf I I i lull! i;!#II iifl�f ijiljl I I I 1 1 i ':€flfl jiill 1 ffllll 1'11'I �I111f [ ! !IIIFi €lIl#I !I,I!€ f !Illll !!1111 } 1!lll! I a !Illy Ili;! i 1!1111 lflli! 10iii flll!! �. '� ■ . iC A . r- r~ •-� rz q.r aC 130 to 1 00 t it *,� IIIIII 111i1€ C V -MA w Li r 1111�: 111111 1 -; r 4- r- r . --a• 'I :x ■ is •rfi-• .r% 11-Z a A. Z ati n 16M � Qn 1€uif 11111f LX A M. +t• M� 4.r -OL A q= ■ si lr qj 0 %.F cr A I C lr A-•-- .A, W-FNU €111r 111111 a rti I ■ 'V11 qP IDT. T T r -. rL 4-44■ 7'r3l nn li#lfl 111111 qj U �'-� a A- Lx A AN Me JLA" M- 4= tir qr 4P a IlkAw qLp qu f lllf! 111111 rti a a --- '3 f KZ'T i- -r jIL1' 4_ t •a 1 11 •- •. -.. �3' '0 �r--1r JELL4-IM11 111111 tr im 0.- Icau� %J i � AI, A A A A -- Ica s " _--jw -, A ti• full: CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION IR200 CUT AREA= DATE: 10-19-91 NAME: CLW FILL AREA= CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED DISTANCE ELEVATION DISTANCE ELEVATION 0.0 50.0 100.0 150.0 200.0 250.0 300.0 350.0 400.0 450.0 500.0 550.0 93.1 94.0 94.2 94.6 95.9 96.7 96.9 97.4 97.5 97.7 97.5 97.1 34.8* 40.0 50.0 80.0 270.0 300.0 310.0 313.0 330.0 377.5 425.0 472.5 520.0 523.4* 93.7* 95.4 95..4 83.4 83.4 95.4 95.4 94.5' 98.4 99.2 98.4 99.2 98.4 97.3* 2657 sq ft -278 sq ft CUT OR -FILL 0. OF 1. 6F 1.4F 10.7C 13.3C 1.5C 1.6C 2.4C 1.2F 1.7F 0.8F 1.6F 1.1F 0. OF I illm ........................................................................ ........................................................ ...... .............................. ............................................... HIM Hill! I I (!fill MM I fliM I I Hilt HIM HIML_ 'I .. ...................... flilli HIM HN I IMP HIM I 1 fflfl' 1111P I I k RIM Ififil I illil! doll mil! Hill! Mill f t plill !"M 4= M 1• %or --'I ILr -OL JL IC' w LM qrp ILF ILF -AL qu qLp J1 JL B A &.r A- %-F JIIIJI ildii 2 4 , 4l.- r-- j-L -% I a-L a 12 4- J-L AZL n --,k 4 w-L J-& wm - -1 d'a d-A 14M 4!1s!' q_1.a IL- Z-2- R-r iiiM A 4= a qu W&- 40 a %-F qtp r A 9 1 'Lr JL--.JL W-PW 111111 Mlli ; m IL v M-ij v ID-L-T T r- J-L m 4-44m 11113`30 VCZ 0"2 Mill -3� 1= Rr 4.- VV m -5 q -0 " " a A� JL A"b A:j " AA - A %&A J wj 111111 1111l! r-L a m 4- - r.Y C2 r3 C2 jr- r-w 1L 46- JEL Z 11 11 d'- 1 0 r-.rw AL 4- HIM aw!!! 4.0. 4-4. 4L- - dtm w -S-F w zj. --A a %r A A A A qj JL qj -1 JL L HIM Mill Mill 1111 111111111 1111111millml 11imilliml mi 11!!1!1111!1 CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION IR250 CUT AREA-- 2030 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -618 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 91.2 27.9* 91.4* O.OF 50.0 91.6 40.0 95.4 3.9F 100.0 91.3 50.0 95.4 3.8F 150.0 92.4 80.0 83.4 8.0c 200.0 93.8 270.0 83.4 10.8c 250.0 94.0 300.0 95.4 0.8F 300.0 94.7 310.0 95.4 0.8F 350.0 94.4 313.0 94.4' 0.2C 400.0 95.3 330.0 97.4 2.9F 450.0 .96.3 377.5 98.4 3.6F 500.0 95.6 425.0 97.7 1.9F 550.0 94.5 472.5 98.4 2.5F 520.0 97.4 2.3F 527.4* 95.0* 0.0 ............ .............. .............................. ...................... .......... .................... .................... ......... ................ ...... HIM Mi !h 4 f Nit I I Mill 7". Mill -7- Ii!j!j Mill HIM PUP ql! i:i it I Mli; r.116 0 12 4L Z W% a.% -um A 1= I%rr %-r {.ill. A 4= a LP qLr qL_ %J _1L W-1111 qLp 9 A a 5 11L.Jr A-_ %_F 4- 0 Ca _dL 0-311 Kz fa 4 1 CA CA IHIji 11.,; iolif 4-IL _-M. It- A 1= 'Lr 9M A wj qL- q_P 11 %_F A 9 a q_r JL__ -L. qww-r W lioll !:1A.' �:; 1 1L M" I I rr 10 "w T r- a-% a-L 4- 46T a ID ---I. i 'ijjjl qj ILF ,F_P a X Lj A I 1b A.:A JL11 AA IL- TT a j 11_116.111 HlM Mfl.l ill ml 11T un In no !:i It I I:; IT: t:l !,ijimll I! Ill it 11 u I III INITI III 111:�Illtv 11111 lli!tltltlLlllltllJ HIM ilillit Lit I imillittlitittiIIIIII I III Itili Lillill till 1141CIIIII 1 ItItill [It Hillittill I I 1IM111111; [it I III I itillitt 1111AII 11111211111111111114111 111t I 11114111111111141 litt IN III III I Lit 111111111111 IlifM 11:1 ;.1! 1�11 1 111 CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION IR300 CUT AREA= 1446 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -1391 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 89.0 21.0* 89.1* O.OF 50.0 89.3 40.0 95.4 6.2F 100.0 89.2 50.0 95.4 6.1F 150.0 90.2 80.0 83.4 5.8C 200.0 91.0 270.0 83.4 7.9C 250.0 91.2 300.0 95.4 3.8F 300.0 91.6 310.0 95.4 3.9F 350.0 91.1 315.0 94.3 2.8F 400.0 91.7 330.0 96.9 5.7F 450.0 .92..5 377.5 97.7 6.3F 500.0 92.1 425.0 96.9 4.8F 550.0 91.0 472.5 97.7 5.4F 520.0 96.9. 5.3F 537.0* 91.3* 0.0 .......... .............. ......................... .......... ................................ ...... .............. ...................................... ;1M Ht 11110 Ififll � + a ill�lf 1 RP 0L zI IL 177 W'N. f 0 t. w -1 fa CA 46 U, I o 8 dm� iiih! is A m= V q_r CIL A M=r LP 41? qj JL W-Fqtp a A I a ALr JL__ ;"T, VLVLA MI. t- --M. %.r M.L q= 0 t 750 -r A I I 4LrA Mill 0 a 7VI 1 9r IDM-T T 1101;! :1+1;(i 9.j q_r V ILM A J'%JL:,A-dA-d q= 4-r Re TV m J 16 46P CM -by IfIlli r% . , I I rAA r- -., JV' 4- AL 4 1 1 E 0 'r> A% 4- pjp? lt-r ILIL IL. JL JL W-F-X _-_I- A 1L. A L JL a 4F q_r .46111 M. %_1 A 4L. Ilfffl !I0Illlil millill alumil Ful tililIMMIMILIM4141 110114 MillUllill1litiffiltil l"11111111 litill1lultiltmul fill illIMIM Ill lRIIF11t1l11141g11Ni11 Ml 1111111millml, I lill CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION IR325 CUT AREA= 1104 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -1683 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED -CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 88.3 18.9* 98.4* 10.0F 50.0 88.6 40.0 95.4 6.9F 100.0 88.8 50.0 95.4 6.8F 150.0 89.4 120.0 83.4 5.6C 200.0 89.9 270.0 83.4 7.1C 250.0 90.3 300.0 95.4 4.6F 300.0 90.8 310.0 95.4 4.7F 350.0 90.4 315.0 93.9 3.3F 400.0 90.5 330:0 96.6 6.1F 450.0 .91.0 377.5 97.3 6.8F 500.0 90.8 425.0 96.6 5.8F 550.0 90.1 472.5 97.3 6.3F 520.0 96.6 6.OF 538.9* 90.3* 0.0 i...................... ,....,,,.,.,,,,...,....,,.................. ,,,,.,...,,,,,...............,,............................. ,......... .,.,......... ,,,......,,.................. ,................. .,,<....................... ...............,,,11,'11F . I€ra 1 IiF17 ifi?f 1 � Illlli, ujll! I;IiiF 1 i J l: x :{Ijl; ril!I ! 1 i+ Ii �' s!llil •I::1� 1 �. '1q �. i ii�tif i 1 will :1}I!I ! iillil !+;ill 1 !IIl€i ill!r 1 ;illfl HIM OjM Il1II€ MT .rl. I r•s 40 4-A 4- dan Ii 1 IIIII A q= NIP Mw %.r t; A q= ■ ILF W-11 qr +LP i A ■ I qi A__ %.r 1I1R1 illir; ,j s` r 4- r rz t I ,ez a fA .6- J-s Icz Ila rs. ++s - -0 Ca 9-A Mill ijjifi %A .1 R- --3- qs iM A 11= a W.0 qr %j I t! I" 3 I i'Lr A" JL 4 PgUl 1111€I -L ■ M-1 a T ID -VT T -r - ,'tin 4- 441111 ■ ID f3 3:Z 111-a HIM iflu! qp PJF a v i.! A A�MA."ju 4 qr V T!' a ,ice %J qCP Mill 111flf rt a ■ 4- - f '3* I r ry .� 4-�` - _.. 3 1 �} 43 r sv j:` 4_ Ilflil Iiilli q- q_q. t• -- ql ,.11.5-F .3 -A 3 %m A i A i - go JL ,.F qj _-_-j. �, i 'L- flip! flllll I M10 I €1111111111 11111111f il171i171f 111111{I I tl{ I till it I f t{f I111{ 10111 llltl{I!1l11illlllilllH{111 fill1[II{1{lilflilll{IIlIIIIIluIl11i111{III111llilil[Iilil[II[iI[ tilipl7{Ililll[I!I[Illil[i[Ili[II7111f illlllllllilllll[tll{tlIIII{ ILL it] till1{II{I{I!1[Illlilf lllFlGl7lilllllf li 11f717{!1{t11717Lill ill ll11I 1111 I11{I II{ I 'CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION JR350 CUT AREA= 635 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -2138 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 0.0 87.5 29.7* 87.6* 0.0 50.0 87.6' 30.0 87.4 0.1C 100.0 88.0 85.0 95.4 7.6F 150.0 88.3 107.0 95.4 7.4F 200.0 88.5 172.0 83.4 4.9C 250.0 89.1 270.0 83.4 6.00 300.0 89.9 300.0 95.4-- 5.5F 350.0 89.3 310.0 95.4 5.7F 400.0 89.1 315.0 93.8 4.1F 450.0 89.7 350.0 96.6 7.3F 500.0 89.6 377.5 96.9 7.8F 550.0 88.9 425.0 96.3 6.9F 472.5 96.9 7.3F 520.0 96.3 6.9F 541.7* 89.0* 0..0 HIM.................................................................:.............•..,.........,...,.,.,.....,............,....,'.:':.,...,,..,......,..........,.,.,.,.,.,........,...,.,.,....,,..,.........,.,.....,....,.,,..,...........,.,,.......,....,......,.....•..,,,..,,............,.,...,,.....if €; � i fill!! iifill t 131IIf I!ll!I ffill 1 Illlll I !I€!I I I !I!II€ IIIIII Il!fll IIf1N 1 III lil ' l!111' ! III�I€ iflll 7-1 e � ,IIIlill�l ! � 11111 ff€€fi 1 i IL HIM plllf 1 i i ! r€ffll Mill ilifffL .. ,. ,.... �. ...... .........l , .. „ ., ., ..... E......, ., , t.............., ,.................... ,............. , ffllf€ 111111 1 ! S I ! lifll€ !III€1 I e I ,! ! . 1111H I€Ill€ „Ill€ HIM r !lll,f 1 4 i Mill Mal I lI 1 lilllf HIM I I Ii Mill rl!ili L „ .... .... .... .... ...... ........E J,. ,......... ,.. ,........, ., ., ., . „ � „ ,. „ ., ..., „ , „ ..., ., .. ,... ,.. ,........ III!If IIf1U ! 5 � i11111 Mill i ti Mill Ifffit +!I!!? 1 f!I}ll fl{Ill !#III: Mill ?fi�il 1 ## I I lilll! li€I!j IlMi t ! ctilll mitr +.fi 1= I" iflLl �- .tt. Lr -M A LP I,Ilfl -3 ; r 4. " , I n ■ cz IA 4, 0 ndm •w R-L x% -um d:s� r !Iflil Iillil 4.jL A .. '.` M- Lr � A � ■ � � � R-P i1 i1t hill 1112 L Ar A-- JL � !!!u! Il€lil : .r% IL a ''1 I T ID7VT T 49- 4 • ID-1:)p 0 IZ !>I f flit€l Ij Lt A ■ X ■A A .A1111!Mil Au -M. AlIr Lr IL- *'Ir ■ J1b,.r 1.,Ir •J lii!ri !ill;! n ■ a 4- - r r it t --- - '3 '3 .0 9 ' i-- JrtiJCL _d_ !! I!! ,fill! 0- LL V - its str Lj +l- A A A - i� s .,mr da A A -26 %-:L A AL- !Ifi? !iil,l l!1?I' Illilfilittlittittililllilllilltllliil,Jill till11111til1,t1711171Ililtltl[It1U[iiliilttuttttliil::istlEiilit:il:slitlllltltlllu[irli:iiilt i!!f?!f hillllil,l!!!iillllll€€€NIIIf i€Iffl!Illf!!!llllHl!I{?!!!fill€ifll!!!if€!Iff!I!!f!llfl!!iliflfilil!iflll€I!I€tfill!I!f!f!I€I!I€Ill€If!ill€1!!fliffl!flllfllfllllillfl!III€!!Ill€I€I€f!li!Illflll!filllffllfllffll!I€!fIIII!1!i}!+!!Ill€I!I!llI!€IIIIIIIi!!!III!Ill!!!€f!!!!I!I!f!!fl!111!!!l!fIi!!?!!!!I11!!i::N.If!!?!I!;i! CROSS-SECTION DATA --ROADWAY OPTION - JOB: FUTRELL SECTION #R385 CUT AREA= 222 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -2299 sq ft CUT -SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 50.0 87.5 99.9* 87.4* 0.0 100.0 87.4 100.0 87.4 O.OF 150.0 87.2 153.0 95.4 8.2F 200.0 87.6 174.0 95-.4 8.1F 250.0 88.1 241.0 83.4 4.6C 300.0 88.6 270.0 83.4 4.8C 350.0 88.1 300.0 95.4 6.8F 400.0 88.1 310.0 95.4 6.9F 450.0 88.3 520.0 95.4 7.4F 500..0 8$.2 542.5* 87.9* 0.0 550.0 87.9 flilli........................................................................................... ..... .::":;',......"::"::"..,........................... ................... ....;„................................... .:;,.:.,............. ....:.................. ............................. .....,,.lii{i Iliflf 1 !fiiii !lllfl 1 � flll+i lilllf I dull flflll I !ifl!I II f.lff! 8 ,... .......................... ►I!IIM ffllll r' i Nil IIIlIf 1 { ! ! !ill!! !I!f!f I illfli I : ? ti I 5 iillii lilill I �' ! i Ili(li Mill ti I RHIM L_ HIM Ilillf fifill fil! Mill I r 1110l . Ifllll I +' S � a i illf llll!I a Ellin iillii HIM I Illllf Ilfl13 II 4 Allll fflM i 5 i . filfil !full L., 4, l...,.,....., •,„. „.,.,.,„„,.,.„„•., flllli 111M 1 Ilflll I 4 I Mill ilpfl ! � IIIIII Mill I Mill IIIl fll!f; Il�lll flill! Ilflif � iillii am I rw w w r- rL --% 11 r\ 0 0" Y .TL I ■ 2 n 1� A q= %r M-%.,r-tA q--' w L!qu V7.F 1W.!wri �1 8 � 4.• Lr -M d 4 w .L wp W-F t• %-F z! 4" job: FU T RELL sect : R4 0 i i A 1MV ilfll! � -_.. ilfl ! w-L rL %rL- �r a .L rL -- - M. i r 9 i Lr lt�-� �.! � iillii M A CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION JR400 CUT AREA= - 74 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -1515 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 100.0 87.7 129.2* 87.2* 0.0 150.0 86.8 130.0 87.4 0.3F 200.0 87.1 182.0 95.4 8.5F 250.0 87.6 204.0 95.4 8.3F 300.0 88.1 270.0 83.4 4.3C 350.0 87.8 300.0 95.4 7.3F 400.0 87.7 310.0 95.4 7.4F 450.0 88.0 325.0 90.9 3.OF 500.0 87.6 535.0 90.9 3.7F 550..0 . 87..1 546.4* 87.1* 0.0 Bill ! tl Ji: V: nlu: 1 nili: ii lil ra n • . r n Z n • 0 f3 n 9-A l';k ' Pilu :wo C A C Lr 3 Lr dL A C. Es CJ 4 L.i 1 411C1 f A i 1 lr A'- IF i11 -3 a r 4- �I" 4 V 4 - �. ..... lilll L.L A 3 L- h:l! 3 Lr -M A . JL LP IDA.0 A t 6 4 i - V W-P :1 en Ta'AAIr 4-44 • d3 qj V A.1 . A- tJ A A A- lr ld M. C' r L• iY . AIIZ.A. Yl Illi:l n .. - '} '3f 4 1 1 - 0 -13 U-1 r rr .$'' 4- Iiqj Lr LA 4 - i. is 3 +j A' 4 A A A A - lu .J .J 3 +g A L- u e CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION ifR410 CUT AREA= 22 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -835 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 100.0 87.3 143.8* 86.9* 0.0 150.0 86.8 145.0 86.4 0.4C 200.0 87.0 203.0 95.4 8.4F 250.0 87.5 225.0 95.4 8.2F 300.0 87.9 275.0 85.4 2.3C 350.0 87.5 300.0 95.4 7.5F 400.0 87.2 310.0 95.4 7.6F 450.0 87.5 334.0 87.4 0.2C 500.0 87.4 543.0 87.4 0.3F 550.0 87..1 543.9* 87.1* 0.0 .....:::...........:.........:..:.....'....:...,..,..:,.'...11...:.:...::.....,..,,.....,:.,....:::...::.:..,...;........,..........,.'.....':,.....::.::.:;...:.:,.,.....,..,.....,:::......,..:::.......:.....:,,..,....: Mt I iigq I fllf!! €III# I l:: it 1 1 iIl€#1 'Ili# fjilll :Eli; � ,pry •� I(I(€f �iiil 1" w I�IEIt Aj'� �� IL 'II€if �_'4 .. .. .. .. .. :. �. :. .. .. .� .. .. .. .. .. :. :. .k hill! •�� i 1� . � llflfl :lE l :! I , m - 7 --., a 00 4- an. $ rAn 4L -um ?` dt i s so Z a i im!f : �-� IL - 3TA A T 73[ 1MT T Jr—� -d- � ■ 73,A ZZ 92t !IIF!i i€lll€ Lf Lr J.1 a w LA A J16jL:," Ld .C S;r'Jr V ■ Alb—=%Y M! `IjIV €€llil a-t a a ^" i i r^ Jt r � 4-' Ay y� 0 4 ■ 1 — ... 0 r— ew �3 JCL ¢ iI € uis r LL - LLt � � � � A A i J. J. -- +.E &r jr _-.3­1 i t• ;Ill;! a CROSS-SECTION DATA -ROADWAY OPTION JOB: FUTRELL SECTION IR450 CUT AREA= 0 sq ft DATE: 10-19-91 NAME: CLW FILL AREA= -599 sq ft CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED CUT OR DISTANCE ELEVATION DISTANCE ELEVATION FILL 150.0 86.4 219.8* 86.4* 0.0 200.0 86.2 220.0 86.4 0.1F 250.0 86.7 280.0 95.4 8.3F 300.0 87.4 310.0 95:4 8.1F 350.0 87.0 335.0* 87.1* 0.0C . ..................................... ...... . .................................................. ......... .................... ................ . ............. ................. ... 1JIM 10M IM I I MIN .1 1� 42- S JIL _L A ILF "o a 5 a A %_r Al 1INII A _M -L'Itr a IM!l Mfl! -3 _; r— _d_ I— I-L _L 1 .1% a J3. ML dA 4- r.L A g-A _1L -; S. J-L '46M Ila M- ILIL 8 _� 'L. -'I q-- -VL A 10' 4rm %.F W.F ILF _x W-F I" X A a a 4-r A__ orp qu fl!"If r- J-% 4- 44 - ID EZ 10 10 !11111 J%F a 2: Li A J16jL:&jLdA_A __36 Ir-, V vr w Alb%o ca ,4- c IL, ILIL IL. W-P JL 1L. L. A A A A Itr M. I CROSS—SECTION DATA —ROADWAY OPTION JOB: FUTRELL SECTION JR500 CUT AREA= DATE: 10-19-91 NAME: CLW FILL AREA= CUT SLOPE= 3.0 FILL SLOPE= 3.0 EXISTING PROPOSED DISTANCE ELEVATION DISTANCE ELEVATION 0 sq ft 0 sq ft CUT OR FILL 250.0 85.8 250.0 85.8 0.0 300.0 85.7 300.0 85.7 0.0 350.0 85.7 350.0 85.7 0.0 ti J J ANIMAL WASTE UTILIZATION PLAN Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: JOHNNY FUTRAL 395 PINK HILL ROAD PINK HILL NC 28572 910-298-3329 RECEIVED WATER QU'L'n'sEcTTON 8FP 1 1 1998 Nor' -Discharge, permitting Existing Feeder to Finish Swine 2448.00 hogs 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 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.) 2448 hogs x 1.9 tons waste/hogs/year = 4651.2 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 2448 hogs x 2.3 lbs PAN/hags/year = 5630.4 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 LES COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------- APPLY RESID_ APPLIC METH N TIME 7541 2 FOA BH 6.0 300 9.0 2700 I APR-SEP 7541 `"2 END SG 1 50 I 9.0 1450 SEP-APR TOTAL13150 - 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 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 71692 1 BNB BH 4.5 225 6.0 1350 APR-SEP 71692 I�1 I SG 11 150 l 16.0 1 4939 2 BNB BH 4.5 1225 1 15.0 11125 APR-SEP 4939 1-2 1 SG 1 150 15.0 1250 SEP-APR END TOTAL13025 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. Page: 4 • ANIMAL WASTE UTILIZATION PLAN 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. ** 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 BH SG HYBRID BERMUDAGRASS-HAY SMALL GRAIN OVERSEEDED TONS AC 50 50 TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES I AND 2 WETTABLE _ACRES- LBS AW N USED 9 3150 11 3025 20 5175 * BALANCE -544.5 *** 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 905.76 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 4 528.8 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 15.096 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 36.2304 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. Tract Field Soil Type Crop Application Rate (in/hr) Applic. Amount (inches) 4939 2 BNB BH .75 *1.0 4939 SG ..5 *1 71692 1 BNB BH .75 *1.0 71692 "1 SG .5 *1 7541 .2 FOA BH -.50 *1.0 7541 SG .5 *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. 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 Page: 7 ANIMAL WASTE UTILIZATION PLAN NARRATIVE OF OPERATION MR. FUTRAL HAS A SIGNED PUMPING AGREEMENT WHICH GIVES HIM ACCESS TO TRACT 71692 AND TRACT 4939. TABLE TWO OF THIS PLAN SHOWS THAT T-71692 FIELD #1, AND T-4939 FIELD #2 ARE PLANTED TO BERMUDA HAY AND OVERSEEDED TO SMALL GRAIN WINTER COVER, ALONG WITH THE LAND THAT MR. FUTRAL OWNS SHOWN IN TABLE ONE ARE ADEQUATE TO ACCOMODATE THE NITROGEN PRODUCED BY THIS OPERATION. THE ADDITIONAL ACRES ON TRACTS 71692 AND 4939 MAY BE USED FOR IRRIGATION AS THE OPERATOR SEES FIT. WHEN USED THE FOLLOWING NUTRIENT NEEDS SHOULD BE USED IN CALCULATION OF THE NUTRIENT BUDGET. T# 71692 F#5 4.Oac (WoA) Corn: 125.011bs N/AC /105.011bs N/AC(Doublecropped) Wheat: 110.011bs N/AC . Soybeans: 140.011bs N/AC /112.O11bs N/AC(Doublecropped) T# 71692 F#7. 6.Oac (BnB) Ber.Hay: 225.011bs N�AC small grain: 50.01 lbs N/AC T# 4939 F#3 9.5ac (LnA) Corn: 62.5 lbs N/AC /42.5 lbs N/AC (Doublecropped) Wheat: 70.0 lbs N/AC Soybeans: 68.0 lbs N/AC /40.0 lbs N/AC (Doublecropped) T# 4939 F#4 3.9ac (LnA) Corn: 62.5 lbs N/AC /42.5 lbs N/AC (Doublecropped) Wheat: 70.0 lbs N/AC Soybeans: 68.0 lbs N/AC /40.01 lbs N/AC (Doublecropped) T# 4939 F#6 2.9ac (BnB) Corn: 75.0 lbs N/AC /55.01 lbs N/AC (Doublecropped) Wheat: 80.0 lbs N/AC Soybeans: 100.0 lbs N/AC /72.01 lbs-N/AC (Doublecropped) T# 71692 F#7 6.Oac (BnB) Ber. Pasture: 1701b N/AC Small Grain: 50 lb N/AC 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. S. 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: 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: JOHNNY FUTRAL (Please print) Signature: yV Y� Date: !OG 7 4% 7 Name of Manager(If different from owner): Signatures: Date: Name of Person Preparing Plan: (please print)ANGIE B. QUINN Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 277 KENANSVILLE NC 28349 F « Signature: Date: U & 7 97 Page: 12 hereby give you, _ (Landowner) V (Producer) permission to pump lagoon effluent from your operation on & acres of my land (see attached map showing the fields(s) to be used for the waste disposal). This permission is granted for the life of the proposed swine operation. I have not and will not give permission to anyone else to apply their poultry litter or lagoon effluent to the fields and tracts listed below. Tract(s) Number Field (s) Number The effluent is to be applied in a manner that will not cause problems with the nutrients in the effluent leaching out of the soil and into ground and surface water (lakes, streams, and drainage ditches). The application of the effluent will be timed in a manner that will not inconvenience the existing farming operations. (Landowner) (Date) ANIMAL WASTE UTH.IZA1 -..JN PLAN ANIMAL WASTE UTILIZi"JION AGREEMENT (Needed oily it &"lone! land. o is to be leased, etc.! hereby give permission to apply. animal waste from his Waste Utilization Sys 1-.,in rx.F- 3r7 acres of my land for the duration of time shown below. T'ie field-(,e . - which waste ,an be applied are shown on the attached map. I understand that this was-ce contains nitrogen, phosphorous, potassium, and other trace elements and ; jfhen properly applied sl,.)uld not harm my land or crops. I also 'understand that the use of waste will reduc- my need for commercial fertilizer. Adjacent Landowner: _ Date: y 115 f 9 r7 Waste Producer: 2_ Date: �} Technical Representative. Date: SWCD Representative: Term of Agreement: , i 9__ to [Minimum of Ten Years on Cost Sharud !tams/ (See Required Specifca6an No. 2.) Date: Page: 13 U.S. DEPARTMENT OF AGRICULTURE SCS - CPA -16 _ SOIL. CONSERVATION SERVICE 2 -B1 r- `;.. CONSERVATION PLAN MAP ='s ^ war aecelvEa Owner>hl 11� if2c_ Operator Qtrn11�,.-- AJ County - State Date flow, 0 Approximate acres Approximate scale i " f1 ���', p 1 ITQ98 �n 4 Cooperating with Qc Q i 1 -+ iJrJo �i< Co1 � tion District _.. Plan identification L 200 Photo number_ ��`� '�hamePo.._,... 3` -- Assisted by USDA Soil Conservation Serviceg - -�:T;;'- 1.501 ri•.i-277^p T::r,:;%i'F*w'•.h.C�`+ �i'� _ °f t �-. �_ 1* ,a?_,. 1. 5!!�r` ...._V S1 ZIL_.�{. r�. �:1'tY. [:a- r }fy a h4EE t"r•='* _ a'�,P 'Cr` •!fir "hs��. '1J: • � :,i" 4-� c ems.. 1Y+ �=�^i y��. •� _r�,�e Y - - 'l ,i rt^".tivfs a; t�X s'r" NY §v l�r4�!r el �jr n SWINE FARM WASTE MANAGEMENT ODOR CONTROL. CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production ( ege or wooded buffers; ( commended best management prac ' s; { 'b d judgment and common sense Animal body surfaces Dirty manure -covered animals ry floors Floor surfaces Wet manure -covered floors { I ed floors; { It;, rers located over slotted floors; It;, 0V at high end of solid floors; ( crape manure buildup from floors; O Underfloor ventilation for drying Manure collection pits Urine O Frequent manure removal by flush,pit recharge,or scrape Parital micorbial decomposition { } Underfloor ventilation Ventilation exhaust fans Volatile gases; I an aintenance; Dust { fici nt air movement Indoor surfaces Dust (04ashdown between groups of animals () Food additives; O Feeder covers; () Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon {) Flush tank covers liquid whiles tanks are filling () Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater f } Underfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon (} Extend rechard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during_ sump tank filling O Sump tank covers and drawdown Outside drain collection Agitation during wastewater f } Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater { y Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( r er lagoon liquid capacity Biological mixing orrect lagoon startup procedures Agitation �tni"mum um surface area -to -volume ratio agitation when pumping () Mechanical aeration { I Proved biological additives Irrigation sprinkler nozzles High pressure agitation ( rr to on dry days with little or no wind Wind draft ( ' rmum recommended operation pressure ump intake near lagoon liquid surface ( ) Pump from second -stage lagoon AMOC--November 11, 1996 Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading surface Mixing while filling ( ) Tank covers Agitation when emptying ( ) Basin surface mats of solids ( ) Proven biological additives or oxidants Settling basin surface Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying { ) Remove settled solids regularly Manure, slurry or sludge Agitation when spreading ( ) Soil injection of slurry/sludges 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 f ) Soil infection of slurry/sludges or sludge on field surfaces () Soil incorporation within 48 hours i l Spread in thin uniform layers for rapid drying {) Pro on biological additives or oxidants - - Dead animals Carcass decomposition raper disposition of carcasses Dead animal disposal Carcass decomposition ( ) 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 { de and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter / Manure tracked onto public Poorly maintained access roads arm access road maintenance - roads from farm access Additional Information: Available From: Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Shoot NCSU-BAE Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management: Underfloor Huse --Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig 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 f ) pertain to this operation. The landownerAntegrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Lando er Signature) AMOC--November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liqui ySlemsl Flush Gu[ters w Accumulation of solids jij4iush system is designed and operated sufficiently to remove accumulated soi s from gutters as designed. I ernove bridging of accumulated solids at disc rge Lagoons and Pits Crusted Solids V aaintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over store than 30°/q,of surface. Excessive Vegetative Decaying vegetation { riaintain 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 {) Design, operate and maintain feed systems le.g., bunkers and troughs) to minimize the accumulation of decaying wastage. i 1 Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues I) 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. { J Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). AMIC—November 11, 1996 I �ft s Dry Manure Handling ACCUmuIatiOnS of animal wastes [ 1 Remove spillage on a routine basis fe,g. 7-10 day systems interval during summer; 1 S•30 days interval during winter) where manure is loaded for land application or disposal. I I Provide for adequate drainage around manure stockpiles. f 1 Iirspect for and remove or break up accumulated wastes in fi€ter stripes around stockpiles and manure handling areas as needed. The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying insect control measures as practical. 1 certify the aforementioned insect control Best Management Practices have been reviewed with me. C9��� � (Lan owne Signature) (Farm Name) (Facility Number) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC--November 11. 1996 LU U O , nj 51 iI i.� s� ` 1 � ! � .` '� Ip Y�o `B N� �,_ �.' - �I ';ti' a ^ '� m z•i ml .� w 1 n a.ml:, 2.0 as_�� '� ,I :''• -I =I -I "� z �� 1r - B� �� s, J�'J / � •• ;i�. �r� •5 .�yy'J �'.r' �w m ( r-�.. d3Nd di� t, + 71 IV - M 0— I - EMERGENCY ACTION PLAN wa,� �yvEDo PHONE NUMBERS N SEP 1 i 1498 DIVISION OF WATER QUALITY (DWQ) NoRg�()395-3900 EMERGENCY MANAGEMNET SERVICES (EMS) �910)re 160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)2� 120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)296-2121 COOPERATIVE EXTERSION SERVICE (CES) (910)296-2143 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave 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. 1 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone - -. After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of 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 c. Contractors Phone: 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: i 5+DrJ ' IQQ� b. Phone: _ aq9 ^a ) I 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 wa P ALrNsED aN (check which method(s) are being implemented) SEP , 11998 Non -Discharge permitting f ) 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. I 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) OPERATION & MAINTENANCE 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 subjfct 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 Iagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1, separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes 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 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. if your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly. full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 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. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 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, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner 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 Iiner 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 Ievel 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. State of North Carolina Department of Environment and Natural Resources Division of Water Quality • James B. Hunt, Jr., Governor Wayne McDevitt, Secretary . A. Preston Howard, Jr., P.E., Director November 25, 1998 Johnny Futral Johnny Futral Farm 396 Pink Hill Rd Pink Hill NC 28572 Dear Johnny Futral: NC.DENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Application No. 31-0338 Additional Information Request Johnny Futral Farm Animal Waste Operation Duplin County . - The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional information is required before we can continue our review. Please address and submit the following information by January 4, 1999: 1. The narrative portion of your waste utilization plan lists various optional crops that may receive waste from your facility. Please also include application window for each of these crops in the narrative portion (page 8). Please note that all revisions or amendments made to the waste utilization plan (WUP) or a portion thereof are required to be signed and dated by both the landowner and the Technical Specialist before they are submitted for review. Please reference the subject permit application number when providing the requested information. All information should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter must be submitted on or before January 4, 1999 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit. Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management Commission. If you have any questions regarding this request, please call me at (919) 733-5083, extension 363. Sincerely, JR J94i Soil Scientist Non -Discharge Permitting Unit cc: Wilmington Regional Office, Water Quality Permit File P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper ANIMAL WASTE UTILIZATION PLAN ` ro� n NARRATIVE OF OPERATION Mr. Futral has a signed pumping agreement, which gives him access to Tract 71692 and Tract 4939. Table 11 of this plan sh Vthat ct71692, Field 1, and Tract 4939, Field 92, are planted to Bermuda Hay and overseeded to a small grain winter cover. This land in conjunction with the land that Mr. Futral owns shown in Table I are adequate to accommodate the nitrogen produced by this operation. The additional acres on tracts 71692 and 4939 may be utilized for irrigation as the operator sees fit. When this additional land is utilized the following nutrient needs should be used in calculation of the nutrient budget. Tract* Field # Soil Type Acres _ Cron #'S Nitrogen per acre Application Dates 71692 5 WoA 4.0 Corn 1251bs - 1051bs (Double Cropped) +March — June 71692 5 WoA 4.0 Wheat 1 i Olbs +October — March 71692 5 WoA 4.0 Soybeans 140lbs - 1121bs (Double Cropped) +June — September 71692 7 BnB 6.0 Bermuda Hay 225lbs +April -- September 71692 7 BnB 6.0 Small Grain 50lbs +September — April 4939 3 LnA 9.5 Corn 62.51bs - 42.5lbs (Double Cropped) +March - June 4939 3 LnA 9.5 Wheat 70lbs +October — March 4939 3 LnA 9.5 Soybeans 681bs - 40lbs (Double Cropped) -June - September 4939 4 LnA 3.9 Corn 62.5lbs - 42.5lbs (Double Cropped) +March — June 4939 4 LnA 3.9 Wheat 70lbs +October - March 4939 4 LnA 3.9 Soybeans 68lbs - 40lbs (Double Cropped) +June -- September 4939 6 BnB 2.9 Corn 751bs - 551bs (Double Cropped) -+-March - June 4939 6 BnB 2.9 Wheat 80lbs +October — March 4939 6 BnB 2.9 Soybeans 1001bs - 72lbs (Double Cropped) +June - September 71692 7 BnB 6.0 Bermuda Pasture 170lbs +April — September 71692 7 BnB 6.0 Small Grain 50lbs +September — April Note: + --- 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. State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary . A. Preston Howard, Jr., P.E., Director November 25, 1998 Johnny Futral RECE] YED DEC a 1 Johnny Futral Farm 396 Pink Hill Rd Pink Hill NC 28572 Dear Johnny Futral: NC.DENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NAcruRAL RESOURCES M Subject: Application No. 31-0338 Additional Information Request Johnny Futral Farm Animal Waste Operation Duplin County The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional information is required before we can continue our review. Please address and submit the following information by January 4, 1999: 1. The narrative portion of your waste utilization plan lists various optional crops that may receive waste from your facility. Please also include application window for each of these crops in the narrative portion (page 8). Please note that all revisions or amendments made to the waste utilization plan (WUP) or a portion thereof are required to be signed and dated by botli the landowner and the Teclinical Specialist before they are submitted for review. Please reference the subject permit application number when providing the requested information. All information should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter must be submitted on or before January 4, 1999 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit. Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.I and will subject you to the enforcement authority of the Environmental Management Commission. If you have any questions regarding this request, please call me at (919) 733-5083, extension 363. cc: Wilmington Regional Office, Water Quality Permit File P.O. Box 29535, Raleigh, North Carolina 27626-0535 An Equal Opportunity Affirmative Action Employer Sincerely, JR J i Soil Scientist Non -Discharge Permitting Unit Telephone 919-733-5083 FAX 919-733-0719 50% recycled/ 10% post -consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., CERTIFIED MAIL RE—TL7R—NRECEIPT REQUESTED Johnny utr Johnny Futral Farm 396 Pink Hill Rd Pink Hill NC 28572 Farm Number: 31 - 338 Dear Johnny Futral: �� 0 ED _ f 1 AUG 2 5 1998 NCDENR NORTH Gaao INA 0*nARTMENT OF ENVIRONMENT AND NATURAL RESOURCES August 21, 1998 You are hereby notified that Johnny Futral Farm, in accordance with G.S. 143-215.1 OC, 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) clays 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 Post Office Box 29535 Raleigh, NC 27626-0535 If you have any questions concerning this letter, please call at (919)733-5083 extension or Dave Holsinger with the Wilmington Regional Office at (910) 395-3900. cerely, for A. Preston Howard, Jr., P.E. cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) P.O. Box 29535, Raleigh, North Carolina 27626-0535 An Equal Opportunity Affirmative Action Employer Telephone 919-733-7016 FAX 919-733-2496 500/6 recycled/ 10% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Johnny Futral Johnny Futral Farm 396 Pink Hill Rd Pink Hill NC 28572 A MM WA' 41A 1:� E I'-'1 IV F2 November 13, 1996 SUBJECT: Operator In Charge Designation Facility: Johnny Futral Farm Facility ID#: 31-338 Duplin County Dear Mr. Futral: 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 r n Howard, Jr., PXIrJector Division of Water Quality Enclosure cc: Wilmington Regional Office Water Quality Files P.O. Box 27687. Raleigh, North Carolina 27611-7687 N, An Equal Opportunity/Affirmative Action Employer Voice 919-715-4100 50% recycled/l0% post -consumer paper Department of Environment, Health and Natural Division of Environmental Management Water Quality Section . s /V0117003 u ,qTF �P/annr �QClgsl: If the animal waste management system for your feedlot�� ratiq, is designed to serve more than or equal to 100 head of ca w^w horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by a liquid waste system, then this form must be -filled out and mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in order to be deemed permitted by DEM. Please print clearly. Farm Name: Johnny Futrell Route 1 Box 357 Pink Hill, NC 23572 Duplin County ' 919-298-3329(H) Owners) Name: Manager(s) Nam Lessee Name: Farm Location (Be as specific as direction, -milepost, etc.-) : .. 1 Latitude/Longitude if.known: QBSP # 24-004-02-25 Design capacity of animal waste manaclement system Tn�,prLgnd type of confined.animal(s): ✓ Average animal populati o the farm (Numb r �n type of animals) raised) : o get--'4Q r �&4 Year Production Began: QL M41W ASCS Tract No.: S Type of Waste Ma agement� Systei�yy iUsed:IF Acres Available for.Land Application of Waste:' Owner(s) Signature(s): Date: Date: (Anthony Sanderson, Serviceman) 31-338 State of North Carolina,3W Department of Environment, Health and Natural Resources • Division of Environmental Management AE&I *A James B. Hunt, Jr., ,Secreta� C H N R Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director November 17, 1993 Johnny Futrell Rt. 1, Box 357 Pink Hill NC 28572 Dear Mr. Futrell: 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 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 Handing at (919) 733-5083. Sincerely, Steve Tedder, Chief Water Quality Section P.O. Box 29535, Rdeigh, North Carorina 27626-0535 Telephone 919-733-7016 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper