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HomeMy WebLinkAbout310438_HISTORICAL_20171231Z 19 � - NORTH CAROLINA Department of Environmental Quaff o-00 A)tf . Nutrient Management Plan For Animal Waste tilization This plan has been prepared for: Bill Costin 1-4(31438) William Costin Jr. 312 Blackmore Rd Warsaw, NC 28398 910-293-7483 1.0-09-2012 This plan has been developed by: Billy W Hat{stun Duplin Sail & Water Conservation 165 Agriculture Dr. Suite B 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 animal waste management that are included with this plan. f Signature (owner) Signature (manager or producer) In- 9-f�2, 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 Wate r C o nservation Commission. Plan Approved By: 10h Technical Specialist Signature Date 340693 Database Version 31 Date Printed: 10-09-2012 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 2,918,090 gals/year by a 3,040 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities ofapproximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 6491 Incorporated 11147 lnjccted 12276 Irrigated 7055 Max. Avail. PAN (lbs) * Actual PAN Applied abs) PAN Surplus/ Deficit Obs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 7,055 9960 -2,905 3,978,551 -1,160,471 Year 2 7,055 11132 -4,077 4,446,617 -1,628,537 Note: 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 sours 340693 Database Version 3.1 Date Printed: 10-09-2012 Source Page t of 1 The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estinxtes 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) SoiI Series Crop Sequence RYE 72431 1 A 2.21 2.21 NIA Norfolk Corn, Grain 115 hu. Wheat, drain 60 hu. Soybeans,Manured, Double Crop 35 bu, 72431 1 B 2.00 2.00 NIA Norfolk Com, Grain 115 bu. Wheat, Grain 60 bu, Soybeans, Manured, Double Crop 35 bu. 72431 1C 2.50 2,50 NIA Norfolk Corn, Grain 113 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu, 72431 1D 3.301 3.30 NIA Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soyheans, Manured, Double Crop 35 bu. 72431 1 N 3.60 3.60 NIA Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manufed, Double Crop 35 bu. 72431 IF 3.60 3.6o NIA Norfolk Corn, Grain 115 bu, Wheat, Grain 60 bu. Soybeans, Manured, Double Crap 35 bu. 72431 1G 3,60 3.60 NIA Norfolk Corn, Grain 115 bu. Wheat, Chain 60 bu. Soybeans, Manumd, Double Crop 35 bu. 72431 1 sub 2.921 1.90 NIA Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 72431 2A 3.62 3.62 NIA Norfolk Corn, Grain 115 bu, Wheat, Grain 60 bu, Soybeans, Manured, Double Crop 35 bu, 72431 2B 3.62 3.62 NIA Norfolk Corn, Grain 115 bu. Wheat. Crain 60 bu. Soybeans, Manured, Double Crop 35 hu. 72431 2C 1 3.62 3.62 NIA Norfolk Corn, Grain 115 bu. 340693 Database Version 3.1 Date Printed 101912012 PCS 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 Wheat, Grain 60 bu, Soybeans, Manured, Double Crop 35 bu. 72431 2D 2.60 2.60 NIA Norfolk Com, Grain 115 bu, Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 72431 2E 1.22 1.22 NIA Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 72431 2suh 6.07 5.47 NIA Norfolk Cam, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu, 72431 3A 3.62 3.62 NIA Norfolk Corn, Grain 1 t5 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 33 bu. 72431 1 313 3,621 3.62 NIA Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 72431 3C 3.20 3.20 NIA Norfolk Corn, Grain 115 hu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 72431 3D 2.50 2.50 NIA Norfolk Corry, Grain 115 bu. ET Wheat, Grain 60 bu. Sayboans, Manured, Double Crop 35 W. PLAN 'TOTALS: 57.42 55.80 LI Potential Leaching Technical Guidance w potential to contribute to soluble None utrient leaching below the root zone. >= 2 & odemte potential to contribute to Nutrient Management (590) should be planned. <=10 soluble nutrient leaching below the Dot zone. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency > 10 should be considored. Examples are Cover Crops (340) to scavenge nutrients, Sod 43ased Rotations (329), Long -Term No-Ti11 (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 340693 Database Version 3.1 Date Printed IW912012 PCS Page 2 of 2 NOTE: Symbol * means user entered data The Waste Utilization table shown below swnmarizes 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 vields of the crops to be grown, their nutrient requirerrunts, 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 g®erated by the operation Waste Utilization Table Year l Tract Field Source ID Soil Series Teti Acres Use_ Acres Crop RYE Appic. period Nitrogen PA Nutrient Read (lbsfA) Comm. Felt Nutrient Applied OWA) Res VA) Appia Me&ad Manure PA Nutrient Applied OWA) Liquid -MmureA ppied (acre) Solid Manre Applied (acre) Liquid Manure Applied (Field) Soled Manure Applied (Fidel) N N N N low gallA Tons 1000 gals tons 72431 1A S7 Norfolk 2.21 2.21 Coro, Grain 115 bu. 2115-6/30 131 ❑ *15 irrig. 116 46.34 0,00 102.40 0,00 72431 IA S7 Norfolk. 2.2I 2.21 Wheat, Grain 60 bu. 9/1-0130 125 0 0 Irrig. 63 24-97 0.00 55.171000 72431 1B S7 Norfolk 2.00 IN Corn, Grain 115 bu. 2/15-6130 131 0 *15 brig. 116 46.34 0.00 92.67 0.00 72431 1B S7 Norfolk 2.00 2.00 Wheat, Grain 60 bu. 9/14/36 125 1 0 0 "g, 63 2497 0.00 49.93 ❑.❑0 72431 1C S7 Norfolk 2.50 2.50 Com Grain 115 bu. 2/15-6130 131 0 *15 Inig. 116 46.34 0.00 113.84 0.00 72431 1C S7 NorfbLk 2.50 2.50 wheal, Grain 60 bu. 9/1-4130 125 0 0 Irrig. 63 24-97 0.00 62.41 0.00 72431 ID S7 Norfolk 3.30 3.30 Cure, Grain 115 bm 2115-6130 131 0 *15 Irrig. 116 46.34 0.00 152.91 0.00 72431 ID S7 Norfolk 3.30 3.30 Wheat, Grain 60 bu. 9114J30 125 0 0 brig. 63 2497 0.00 8238 0,00 72431 IE S7 Norfolk 3.60 3.60 Corn, Grain 115 bu. 2/15-6130 131 0 *15 irrig. 116 46,34 0.00 166.81 0.00 72431 IE S7 orfalk 3.60 3.60 Wheat, Grain 60 bu. 9/1-4130 125 0 0 Irrig, 63 24.97 0,00 89.87 0.00 72431 1F S7 Norfblk 3.60 3.60 Cara, Grain 115 bu. 2/15-6130 131 Q 015 brig. 116 46,34 0.00 I66.81 0.00 72431 1F S7 Norfolk 3.60 3.60 Wheat, Grain 60 bu. 9/14130 125 0 0 Irrig, 63 24,97 OM 89.87 0.00 72431 1G S7 Norfolk 3.60 3.60 Cora Grain 115 bm 2/15-6130 131 0 *15 Inig 116 46,34 0.00 166.81 0.00 72431 1G S7 , or%lk 3.60 3.60 Wheat, Grain 60 bu. 9/1-4130 123 0 ❑ Irrig. 63 24.97 0.00 99,87 0.00 72431 lsub S7 Z orrolk 2.92 I.9❑ Corn Grain 115 bu. 2115 6130 131 0 *15 brig 11 46.3 0.00 89.04 0,00 72431 lsub S7 Norfolk 2.92 1,901Wheal, Grain 60 bu. 9/1-"0 125 0 Q brig 63 24.9 0. 47.43 0. 340693 Database Version 3.1 Date Printed: 10/912012 W-UT Page 1 of 5 Waste Utilization Table Year 1 Tract Field SO= 11) Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient lic4d (IWA) Couam. Fert Nntienl Applied Obs'A) Res WA) Applic. Method Mange PA Nutrient Applied (lbs'A) Liquid ManureA ppied (acre) Solid Mature Applied (acre) Liquid Manure Applied (Field) Solid Manure Appled (Field) N N rN N 1000 9al1A Tons IUOO gals tow 72431 2A S7 korfolk 3.62 3.62 Corn, Grain 115 bu. 2115-6/30 131 0 *15 [Trig- 116 46.34 0.00 167.73 &DO 72431 2A S7 Norfolk 162 3.62 Wheat, Grain 60 bu. 911-4r30 125 0 0 brig. 63 24-97 0.00 90.37 0,00 72431 2B S7 Norfolk 3.62 3,62 Corn, Grain 115 bar. 2115-6130 131 0 ■15 brig_ 116 46-34 0.00 16733 0.00 72431 2B S7 Norfblk 3,62 3.62 Wheat, Grain 60 bu. 9 -4M 125 0 0 brig. 63 24.97 0.00 90.37 0.00 72431 2C S7 Norfolk 3.62 3,62 Cora, Grain 115 bu. 2115-6130 131 ❑ *15 brig. 116 4634 0.00 16173 0.00 72431 2C S7 Norfolk 3.62 3,62 Wheat, Grain 60 bu. 911-4l30 123 ❑ 0 brig. 63 24.97 0,00 9037 ODD 72431 2D S7 Norfolk 2.60 2.60 Cora, Grain 115 bur. 2115-6130 131 0 •15 brig. 116 46.34 0.00 120.47 0.00 72431 2D S7 Norfolk 2.60 2M Wheat, Grain 60 bu. 911-4 30 123 0 0 irrig. 63 24.97 0,00 64.91 0.00 72431 2E S7 Norfolk 1.22 1.22 CoM Grain 115 bu. 2/15-6l30 131 0 *15 brig. 116 46.34 0.00 5C53 0.00 72431 2E S7 Norfolk 1.22 L22 Wheat, Grain 60 bu. 9/14130 125 0 0 Irrig, 63 24.97 0,00 30,46 0.00 72431 2sub S7 Norfolk 6.07 3.47 Corn, Grain 115 bu. 2/15-6/30 131 0 *15 brig 1 116 46.341 0.00 253.451 0,00 72431 2sub S7 Norfolk 6.07 5.47 Wheat, Grain 60 bu. 9114130 125 0 0 brig, 63 2497 0.00 136.56 0.00 72431 3A S7 Norfolk 3.62 3.62 Corn, Grain 115 lim 2115-6130 I31 0 ■15 brig. 116 46.34 OM 167.73 ODO 72431 3A S7 Norfolk 3,62 3.62 Wheat, Grain 60 bu. 911430 125 0 0 brig. 63 2497 0.00 90.37 0.00 72431 3B S7 Norfolk 3.62 162 Coraa, Grain 115 bu. 2115-6130 131 0 *15 drri& 116 463 0,00 16T73 0.00 72431 3B ST Norfolk 3.62 3.62 Wheat, Grain 60 bu. 911400 125 0 0 Irrig, 63 24,97 0,00 90.37 0.00 72431 3C S7 Norfolk 3,20 3.20 Corn, Grain 115 bu. 2115-6130 131 0 ■15 Irri& 116 46.34 OM 14&27 0.00 72431 3C S7 Norfolk 3.20 3,20 Wheat, Grain 60 bu, 911-4130 125 0 0 Irrig, 63 2497 0.00 79.99 0.00 72431 317 S7 Norfolk 2.50 2.50 Com, Grain 115 bu. 2115-6130 131 0 ■ 15 1 brig. 11 46-34 0.00 115,84 0.00 72431 31) S7 Norfolk 2.50 2.50 Wheat, Grain 60 bu. 911-4130 125 0 1 0 Irrig. 6 24. 0. 62.41 0.00 340693 Database Version 3.1 Date Printed: 10/9/2012 LV1 T1' Page 2 of 5 Waste Utilization Table Ycar 1 Tract Field Souse 1 1) Soil Series Total Aaes Use. Acres Crop RYE APplic. Pbriod Nii"en PA Nutrient Redd (lbs(A) Comm. Fert Nuticat Applied Obs(A) Res WA) A*p - McMod Manure PA Nutrient Applied OWA) Liquid ManijreA pplied (acre) Solid Manure Applied (acre) Ugttid Manure Applied (Field) Solid Manure Applied (Fidd) N N N N 1000 ga11A Tons 1000 gals tons Taal Applied, 1000 gallons 3,978.55 Total Produced, loon gallows 2,818.0 Balance, 1000 gallons -1,160.4 ToW Applied, tons 0.00 Total Produced, tors 0.00 Balance, torts 0.00 Notes: 1. In the tract column, --- symbol means leased, otherMse, owned. 2. Symbol * means user entered data. 340693 Database Version 3.1 Date Printed: 101912012 WUT Page 3 of 5 Waste UtHixation Table Year 2 Tract Field Source ID Soil Series Total Aces Use. Acres � RY'E Appl5c. Period N1knen PA Nuhimt Regd (IWA) Comm. Fert Nuricni Applied (1ha(A) Res b,/A) Appbc. Mcbod Manse PA Nutrient Applied OWA) liquid Mature pplied (acre) Solid Manurr Applied (acre) Liquid Mane AppW (Field) Solid Mature Applied (Fidd) Y Y N Iti 1000 gal1A Ions 1000 gals tans 72431 IA S7 Norfolk 2.21 2.21 Wheat, Grain 60 bu. 9114/30 125 0 0 brig. 63 24,97 0.00 55A7 0.00 72431 1 A S7 Norfolk 2.21 2.21 Soybeans, ManunA Double Crop 35 bu. 411-9115 137 ❑ ❑ $rig. 137 54.72 000 12❑.94 0,00 72431 18 87 Norfolk 2.00 2.00 Wheat, Grain 60 bu. 9114130 125 0 0 brig. 63 24.91 0. 4%93 0.00 72431 1 IB S7 : orfolk 2.00 2.00 Soya, Marred, Double Crop 35 bu. 411-9115 137 0 0 Irrig. 137 54.72 0.00 109.45 0.00 72431 IC S7 Norfolk 2.50 2.50 Wheat, Grain 60 bu. 9114/30 125 0 0 brig. 63 24,97 0.00 62.41 0.00 72431 IC S7 Norfolk 2.50 2.50 Soybeans, Marred, Double Crap 35 bu. 411-9115 137 ❑ 0 Irrig, 1371 54.72 0.001 136.81 0.00 7243I ID S7 Norfolk 3.30 3.30 Wheat, Grain 60 bu. 9114/30 125 0 0 brig. 63 2497 0,00 82.38 0.00 72431 1 D S7 Norfolk 3.30 3.30 Soybeans, Marred, Double Crap 35 bu. 411-9115 137 0 0 brig. 137 54.72 0.00 180.59 0.00 72431 I F. S7 Norfolk 3.60 3.60 Wheat, Grain 60 bu. 9114130 125 0 0 irrig_ 63 24.97 0,00 99.87 0.00 72431 1E S7 Norfolk 3.60 3.60 Soybeans, Manured, Double Crop 35 bu. 411-9115 137 0 0 brig. 137 54.72 0.00 19TOO 0.00 72431 IF S7 Norfolk 3.60 3.60 Wheat, Grain 60 bu. 9114130 125 0 ❑ brig- 63 24-97 0. 8%87 0.00 72431 1F S7 Norf6lk 3.60 3.60 Soybeans, Manured, Double Crop 35 bu. 4/1-9115 137 ❑ 0 Irrig. 137 54.72 aOO 197.00 0.00 72431 1G S7 Norfolk 3.60 3.60 Wheal, Grain 60 W. 9/14/30 125 0 0 Irrig, 63 2497 0,00 99.87 0.00 72431 1G S7 orfolk 3.60 3.60 Soybeans, Marred, Double Crop 35 bu. 411-9115 137 0 0 brig. 137 54.72 OM 197.00 0.00 72431 1 sub S7 orfolk 2.92 1.90 Wheat, Grain 60 bu. 9114130 125 0 0 Irrig. 63 24. Om 47.43 0.00 72431 Isub S7 -folk 2.92 1.90 Soybeans, Marred, Double Crap 35 bu. 41I-9115 137 0 0 brig. 137 54.72 0,00 103.97 0.00 72431 2A S7 Norfolk 3.62 3.62 Wheat, Grain 60 bu. 911-4130 125 0 0 Irrig, 63 24,97 0.00 90.37 0.00 72431 2A S7 Norfolk 3.62 3.62 Soybeans, Manured, Double Crop 35 bu. 411-91I5 137 0 0 Irrig. 137 34.72 ❑.00 198.10 0.00 72431 2B 87 Norfolk 3.62 3.62 Wheat, Grain 60 bn. 9/14/30 125 0 0 Irrig. 63 '24.97 0.tx1 90.37 0.00 72431 2B S7 Norfolk 3.62 3.62 Soybeans, Marred, Double Crop 35 bu. 411-9115 137 0 0 Irrig. 137 54.72 0.00 198.10 0.00 72431 2C S7 Norfolk 3.62 3.62 Wheat, Gram 60 bu. 911-4.10 125 ❑ 0 Irrig. 63 24.97 0.00 90.3 ❑.❑❑ 72431 2C 57 Norfolk 3.62 3.62 Soybean, Marred Double Crop 35 bu. 411-9115 137 0 ❑ brig. 13 54.72 0.00 198.10 0. 340693 Database Version 3.1 Date Printed: 101912012 WUT Page 4 of 5 Waste Utilization Table Year 2 Tract Field Sauce ID Soil Series TOW Acros Use. Ares Crag RYE Apple. Period Nitrogen PA Nutrient Redd (lbs+A) Comm, Fed nutrient Applied (1br1A) Rrs WA) Applica Method Manure PA :Nutrient Applied (IWA) Liquid ManureA pplied (acre) Solid Marare Applied (acre) Liquid Mmure Applied (Field) Solid Mature Applied (Field) N N N N I000 ga11A Tans 1000 gals tons 72431 2D S7 Norfolk 2.60 2,60 Wheal, Grain 60 bu. 9114130 125 D 0 hTig. 63 24.9 0. 64.91 0.00 72431 2D S7 Norfolk 2.60 2.60 Soybeans, Manured, Double Crop 35 bu. 411-9115 137 D 0 Irri& 137 54.72 OMO 142,28 0.00 72431 2E 57 Norfolk 1.22 I.ZZ Wheat Grain 60 bu- 911 4r30 125 0 0 hTig. 63 24.97 OM 30A6 0.00 72431 2E 57 Norfolk 1.22 1,22 Soybeans, Mammed, Double Crop 35 bu. 4/1-9115 137 0 0 brig. 137 54,72 0.00 66.76 0.00 72431 2sub S7 Norfolk 6.07 5.47 Wheat, Grain 60 bu. 911-4130 125 0 0 Irrig. 63 24.97 &GO 136,56 0.00 72431 2sub S7 Norfolk &07 5.47 S(nbeans, Manured, Double Crop 35 bu- 411-9115 137 0 0 Irrig, 137 54,72 0. 299.34 0.00 72431 3A S7 Norfblk 3.62 162 Wheat, Grain 60 bu. 911-4130 125 0 0 irri& 63 24,9 0. 90,37 0.00 72431 3A S7 NorfiAk 3.62 3.62 Soybeans, Manured, Double Crop 35 bu. 4/1.9115 137 0 0 brig, 13 54.72 0.00 198.10 0,00 72431 3S S7 . orfblk 162 3.62 Wheat, Grain 60 bu. 9/14/30 125 0 0 Irrig, 63 24.9 0-00 90.37 0.00 72431 3B S7 Norfolk 3.62 3.62 Soybean, Manured, Double Crop 35 bu. 411-9115 137 0 0 Irri& 137 54.72 O.Oq 198,10 D.00 72431 3C S7 Norfolk 3.20 3.20 Wheat, Grain 60 bu. 911-4130 125 0 0 Irti& 63 24.97 0.00 79.89 OM 72431 3C S7 Norfolk 3.20 3.20 Soybeans, Manured, Double Crop 35 bu_ 411-9115 137 0 0 Irrig, 131 54.72 0.00 175.12 0.00 72431 3D I S7 orfoik 2,50 2.50 1Wheal, Grain 60 bu. 9114130 125 0 0 Irrig. 63 24,9 0.00 62.41 0.00 72431 3D S7 orfolk 2.50 2.50 Soybeans,, Mam nvd, Double Crop 35 bu. 411-9115 137 0 0 Irrig 137 54.72 0. 136.81 0.00 Total Applied, 1000 gallons 4,446.62 Total Produced, 1o00 gallons 2,818-0 Balance, 1000 gallons -1,628.5 Total Applied, tans 0.00 Total Produced, tons 0.00 Balance, tons 0.00 Notes: 1. In the tract column, - symbol means leased, otherwise, on-ned. 2. Symbol * means user entered data. 340693 Database Version 3.1 Date Printed: 10I912012 W1TT Page 5 of 5 The Irrigation Application Factors for each field in this plan are shover► in the following table. Infiltration rate varies ►Aith 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 (viches/hour) Application Amount (inches) 72431 IA Norfolk 0.50 1.0 72431 l B Norfolk 0.50 1.0 72431 1C Norfolk 0.50 1,0 72431 1D Norfolk 0.50 1,0 72431 1 E Norfolk 0.50 1.0 72431 IF Norfolk 0.50 1.0 72431 1G Norfolk 0,50 1,0 72431 1sub Norfolk 0.50 1.0 72431 2A Norfolk 0.50 1.0 72431 2B Norfolk 0,50 1.0 72431 2C Norfolk 0,50 1.0 72431 2D Norfolk 0.50 1,0 72431 2E Norfolk 0.50 1,0 72431 2sub Norfolk 0.50 1.0 72431 3A Norfolk 0,50 1.0 72431 3B Norfolk 0,50 1.0 72431 3C Norfolk 0.50 1,0 72431 3D Norfolk 0.50 l,o 340693 Database Version 3.1 Date Printed 101912012 IAF Page 1 of 1 NOTE: Symbol * means user entered data The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates 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 takers 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 strearns 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 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 38.11 76.22 114.33 Hay 6 ton R.Y.E. 300 26.32 M06 38.11 57.17 Soybean 40 bu 160 14.04 35.73 71.46 107,19 340693 Database Version 3.1 Date Printed: 10-09-2012 Sludge Page 1 0£ 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 Beater than or equal to zero and less than or equal to the design storage rapacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicate 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. kvailahle Waste Stavwe Carac'sty Source Name Swine Feeder -Finish Lagoon Liquid Desi&2 Storage Ca acity Da •s Start Date 911 180 Plan Year Month Available Storage Capacity (Days) 1 1 28 1 2 67 1 3 103 1 4 140 1 5 176 1 6 180 1 7 149 1 8 118 1 9 131 1 10 143 1 11 156 1 12 176 2 1 180 2 2 t80 2 3 180 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 149 2 11 119 2 12 88 * Available Storage Capacity is calculated as of the end of each month. 340693 Database Version 3.1 Date Printed: 10-09-2012 Capacity 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 disldng 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). 340693 Database Version 3.1 Date Printed: 10/9/2012 SDeciiication Page 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. 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. 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. 1.4. 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. 340693 Database Version 3,1 Date Printed: 10/9/2012 Specification Page 2 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. 340693 Database Version 3.1 Date Printed: 10/9/2012 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 rive 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. 340693 Database Version 3.1 Dale Printed: 101912012 SDeci[ication Page 4 Crop Notes The following crop note applies to field(s): 1A, 1 B, 1C, 1 D, 1 E, 1 F, IG, 1 sub, 2A, 213, 2C, 2D, 2E, 2sub, 3A, 3B, 3C, 3D 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 lbslacre N and 20-30 lbslacre 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): 1A, 1 B, 1 C, 1 D, 1 E, 1 F, IG, I sub, 2A, 213, 2C, 2D, 2E, 2sub, 3A, 313, 3C, 3❑ Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25, Plant 22 seed/drilI 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 lbslacre 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. 340693 Database Version 3.1 Date Printed: 10-09-2012 Crop Note Page 1 of 2 The following crop note applies to fields): 1 A, 1 B, 1 C, 1 D, 1 E, IF, 1 G, 1 sub, 2A, 213, 2C, 21), 2E, 2sub, 3A, 3B, 3C, 3D 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 scedlrow 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. 340693 Database Version 3.1 Date Printed: 10-09-2012 Crop Note Page 2 of 2 r ,7 A49OPPOW 2.92 A - 1.9Uua 1 Sub Bill costin Fac 3 1 -433 Field Addition N W _E 1 inch equals 208.844941 feet5 CANINAL WASTE UTILIZATION EC i n Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: WILLIAM COSTIN aR. 312 BLACKMORE RD WARSAW NC 28398 910-293-7483 RECEIVED 1 DENR 1 DUI0 Aquifer Prgt"laR S.W., APR Q 12ggg Expanding Feeder to Finish Swine 3040.00 hogs Lagoonr--, ti lJ� 0 6 Z009 The waste from your animal, facility must be land appliArk a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be use to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. Anaerobic Waste Treatment Irrigation 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 z 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. ANIMAL WASTE UTILIZATION P_2N 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, f t3, tons, etc.) 3040 hogs x 1.9 tons waste/hogs/year = 5776 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3040 hogs x 4.6 lbs PAN/hogs/year = 1.3984 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. ANIMAL WASTE UTILIZATION TABLE 1: ACRES OWNED BY PRODUCER TRACT, FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------ APPLY RESID. APPLIC METH N TIME 471 1A NOA C 110 117.5 20 2.21 259.675 I MAR-JUN 4 71 i -lA NQA i��' 12D 12-21 265.2 I j 4ft Fp�m-* ry IW 160 1 I OCT=MAR 471 IA NOA DSB I I 133 1132 1 12.21 1291.72 JUN- SEPT 15 471 -IA NOA TO p I 12.21 111 471 1.13 NOA C 0 I I 1110 1117.5 120 12. 1235 MAR-JUN 471 --1H NOA W fir* I I 160 1120 1 12.0 1240 OCT-MAR 471 �1B NOA DSB I 133 1132 12.0 1264 JUN- SEPT 15 471 -113 NOA TO 0 2 , 0 0 li 471 1C NOA C 110 I 1117.5 120 12.5 1293.75 MAR-JUN 471. --1C NOA W **- 2.5 300IOCT-MAR 160 1120. 471 -1C NOA DSB li 133 1132 12.5 1330 JUN- SEPT 15 471 �IC NOA TO 0 0 li 12.5 471 JID INOA 1C 1110 1117.5 120 13.3 1387.75 - flerre . 3 ANIMAL WASTE UTILIZATION PLAN ! I f I I I I f IMAR-JUN 471 -1D NOA W 60 120 3.3 I I I I I 1396 OCT-MAR 471 --ID NOA DSB T 133 1132 1 13.3 143S.6 JUN- SEPT 15 471 �ID NOA TO 0 I 13.3 111 471 1E NOA 3.6 IC I 1110 1117.5 120 1423 MAR--J`UN 471 -1E NOA W** 60 120 3.6 I 1432 OCT--MAR 471 - �1E NOA DSB 3.6 I 133 1132 I I 1475.2 JUN-- SEPT 15 471 �1E NOA TO D 3.6 I 111 471 1F NOA 3.6 IC I 1110 1117.5 120 1423 MAR--JUN 471 -IF NOA W** 60 120 3.6 I I 1432 OCT-MAR 471 --]F NOA DSB 3.6 T 133 1132 1475,2 Ji7N- SEPT 15 471 --1F NOA TO 0 3.6 0 I 471 1G NOA 3.6 IC I 1110 1117.5 120 1423 MAR-JUN 471 --1G NOA W + 120 Ii 160 13.6 1432 OCT-MAR 471 -�1G NOA DSB 3.6 I 133 1132 1475.2 JUN- SEPT 15 471 -1G I NOA 10 1 13.6 10 I ANIMAL WASTE UTILIZATION PLAN 471 120 13.62 1425.-35MAR3 �2A �NOA IC= 1110 1117.5 471 �2A NOA W * 60 120 3.62 II I I I I 1434.4 OCT-MAR 471 2A NOA DSB 3.62 I 13.3 1132 1 1477.84 JUN- SEPT 15 471 �2A NOA TO 0 3.62 0 Ii 471 2B NOA 3.62 IC I 1110 1117.5 120 1425.35 MAR--iTiN 471 -2B NOA WaE * 60 120 3.62 I 1434.4 OCT-MAR 471 233 NOA DSB 3.62 x 133 1132 1 1477.84 JVN- SEPT 15 471 -2B NOA TO 0 3.62 Ii 111 471 2C NOA 3.62 IC I 1110 1117.5 120 1425.35 MAR--JUN 471 �2C NOA W *' - 60 120 3.62 1434.4 OCT--MAR 471 --2C NOA DSB 3.62 I 133 1132 1477.84 JUN- SEPT 15 471 --2C NOA TO 0 3.62 0 x 471 2D NOA 2.6 IC I 1110 1117.5 120 1305.5 MAR-JUN 471 -2D NOA W *- 60 120 2.6 I 1 1 1 1 1312 OCT-MAR 471 --2D NOA DSB 2.6 I 133 1132 1343.2 JUN- SEPT 15 471 --2D INOA ITO 1 10 12.6 10 x ANIMAL WASTE UTILIZATION PLAN 471 12E INOA I=1117.5 1110 11.22 � -JUN 471 _2E NOA W k k 60 120 1.22 I 1 1146.4 OCT-MAR 471 -211 NOA DSB I 133 1132 11.22 1161.04 JUN- SEPT 15 471 -211 NOA TO 0 0 Y 11.22 471. 3A NOA 3.62 IC I 1110 1117.5 120 1425.35 MAR-JUN 471 -3A NOA W 60. 120 3.62 li I I I I 1434.4 OCT-MAR 471 --3A NOA TSB 3.62 I 133 1132 1477.84 JUN- SEPT 15 471 --3A NOA TO 0 3.62 0 I 471 3B NOA 20 3.62 IC z 1110 1117.5 1425.35 MAR-JUN 471 -3B NOA W * 120 3.62 . 4 - .4 li 160 143 OCT-MAR 471 -3B NOA I3SB 33 132 3.62 I 1477.84 Ji7N- SEPT 15 471. 3B NOA TO 0 3.62 0 I 471 3C NOA C 110 Z 1117.5 120 13.2 1376 MAR-JUN 471 �3C NOA W 120 384 I 160 13.2 OCT-MAR 47i' w3C [NOA DSB I 133 1132 13.2 1422.4 JUN-- SEPT 15 471 -3C NOA ITO 1 10 1 13.2 0 C ANIMAL WASTE UTILIZATION PLAN 471 3D NCA 1110 7.5 j2.5 ICI 111 120 1293.7J5I 471 w3D W A-*- 60 120 2.5 JNOA I I I I I 1300 OCT-MAR 471 -3D DSB INOA 133 I 1132 1 12.5 1330 JUN- SEPT 15 471 -3D TO 0 0 INOA I 12.5 END I TOTAL117894.8 - 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. ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2 . ) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------ APPLY RESID. APPLIC METH N TIME END TOTAL10 -- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. ** Acreage figures may exceed total acreage in fields due to overseeding. * The 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 aboves CROP CODE CROP UNITS PER UNIT 1.25 C CORN BUSHELS DSB DOUBLE CROPPED SOYBEANS BUSHELS 4 TO TOBACCO W WHEAT BUSHELS 2 TOTALS FROM TABLES 1 AND 2 WETTABLE I LBS AW N USED ANIMAL WASTE UTILIZATION PLAN TABLE 1 TABLE 2 TOTAL _ACRES 48.43 in 48.43 *** BALANCE 17894.68 f 0 17894.8E --391.0.885 ------------------- *** This number must be less than or equal to 0 in order t❑ fully utilize the animal waste N produced. ANIMAL WASTE UTILIZATION PLAN *** This number must be less than ❑r equal to 0 in order t❑ 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 t❑ 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 1124.8 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 5624 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds ❑f nitrogen per acre, you will need 18.7466666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 44.992 acres of land. Please be aware that these are only estimates ❑f 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 ❑ccurs. 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 ❑f the soil at the time ❑f irrigation nor should the plant available nitrogen applied exceed the nitrogen needs ❑f 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 I and 2. Failure to apply the recommended rates and ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. I I (Application RatelApplic. Amount Tract I Field I I I Soil Type 1 Crop I 1 fin/hr) I I (inches) 471 1 1A I NOA l C l .50 I *1.0 471 I I 1 13 1 NOA I l C I l .50 i 1 *1.0 471 l 1C l NOA 1 I C I j .50 f I *1.0 471 l 1D l NOA I C I .50 l *1.0 471 1 I 11E 1 NOA f l C I + .50 i 1 *1.0 471 I I l 1F I NOA ! I C 1 I .50 l *1.0 471 l 1 I 1G I f NOA i 1 C I I .50 1 I *1..0 471 12A 1 NOA f 1 C I 1 .50 I I *l.o I 471- 1 I 2E l NOA I l C I l .50 I 1 *1.0 471 12C l NOA I C 1 l .50 1 *1.0 ANIMAL WASTE UTILIZATION PLAN 471 2D 1 I NOA 1 1 C 1 I .50 1 I *1.0 471 2E 1 I NOA I C ! I .50 I I *1.0 471 I 13A I NOA I f C I .50 I I *1.0 471 1 13B I NOA 1 I C ! .50 I *1.0 471 1 f 3C 1 I NOA I �I C I ! .50 f *1.0 471 13D I I NOA 1 1 C I f .50 471 I -1A ! I NOA I TO I I 471 --lA 1 I NOA I I DSB ! .50 f *1.0 471 I --lA f NOA f W ! .50 1 *1.0 471 -11B NOA TO ! 471 f -1B ! NOA I I DSB I I .50 I { *1.0 47-1 + -lB 1 NOA I 1 ! W I ! .50 f f *1.0 ANIMAL WASTE UTILIZATION PLAN 471 f -IC f NOA I TO 471 f --IC ! I NOA f DSB I .50 f *1.0 471 1 I -1C f I NOA I f W I f .50 *1.0 471 I I - I D I I NOA I TO I 471 1 I -ID f NOA I DSB f .50 471 f I -ID f NOA 1 I W I f .50 ! I *1.0 471 I I --IE I NOA I I TO I I 471 f I -1E I f NOA f I DSB ! I .50 f I *]..D 471 --1E 1 1 I NOA f I W f .50 f *1.0 471 f -IF f NOA f TO f f 471 1 I -IF I f NOA I DSB 1 f .50 ! f *1.0 471 I -IF ! I NOA I W 1 f .50 f *1.0 471 I -1G I I NOA I # TO I f I ANIMAL WASTE ❑TILIZATION PLAN 471 i -1G NOA DSB .50 I *1.0 471 1 I --1G I NOA I i W 1 I .50 i 471 I I --2A I I NOA 1 I TO i 471 I --2A I NOA I DSB I .50 471 I -2A I NOA I w I .50 r 471 I I -2B i I NOA f TO i f 471. f I -28 i I NOA I DSB i I .50 *1.0 471 -2B i NOA i W i .50 i *1.0 471 i -2C i NOA I TO i 471 1 i --2C 1 1 i NOA i i DSB f i .50 f f *1.0 471 f -2C I NOA i I W I i .50 i I *1..0 47'1 I --2D I NOA I TO f ANIMAL WASTE UTILIZATION PLAN 471 ! I -1G I NOA 1 DSB I I .50 *1.0 471 f I --1G I I NOA 1 I W I I .50 *1.0 471 I I -2A ! I NOA I I TO f 471 I --2A I I NOA I I DSB f I .50 I *1.0 471 I I -2A ! I NOA I I W I I .50 f I e*1.0 471 I I -2B I I NOA I TO I 471. I I --2B f I I NOA f DSB I I .50 *1.0 471 I --2B I I NOA f W I .50 I *1.0 471 I -2C I NOA I I TO I I 471 --2C f NOA I I DSB I I .50 I *1.0 471 I -2C f I NOA I W ! I .50 *1.0 47- I I --2D I I I NOA I I TO f I I I I ANIMAL WASTE UTILIZATION PLAN 471 I -2D NOA I DSB I .50 # *1.0 471 I -2D I NOA I W I .50 *1.0 471 I -2E NOA I TO I I 471 I --2E NOA I DSB I .50 *1.0 471 -2E NOA 1 W 1 I .50 I *1.0 471 1 i -3A I NOA 1 I TO 1 471 I M3A NOA I DSB I .50 *1.0 471 -3A NOA i W .50 *1.0 471 I --3B NOA I TO I i 471. i --3B I NOA I DSB .50 I *1.0 471 I --3B I NOA I W j .50 i *1.0 471 I -- 3 C I NOA I TO 471 I -3C I NOA I DSB i .50 *1.0 t ANIMAL WASTE UTILIZATION PLAN 471 ! I -3C I 1 NOA I I 1 1 W I .50 471 + -3D I I NOA I 1 I TO 1 471 I -3D I NOA j DSB I .50 471 1 -3D I I I NOA I I 1 I W .50 I 1 1 *1.0 * *1.0 *1.0 * 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 days of temporary storage and the temporary storage must be removed on the average of once every 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. ti ANIMAL WASTE UTILIZATION PLAN NARRATIYE OF OPERATION THIS PLAN IS WRITTEN BASED ON A TWO YEAR CROPPING ROTATION, USING EFFECTIVELY IRRIGATED ACRES, AND IS LISTED BY THE HYDRANT POLLS. kTOBACCO MAY HE PLANTED ON APPROXIMATELY 12.0 ACRES PER YEAR. THE TOBACCO MAY BE ROTATED ON ALL FIELDS AS NEEDED TO HEST SUIT FARMING OPERATIONS AND CONTROL DISEASE. **IN TABLE ONE THE CROP CODE W(WHEAT) IS USED TO REPRESENT ANY SMALL GRAIN(WHEAT, OATS. RYE. or BARLEY) CROP PLANTED. ,4, 86. V.rad To Gro,v /4''7 61P Dej; red . A^j C&e 1�+3fJ -4 Ta�k 0Ae L P1or-%+td �Zf will - v y'A r-or pWMPin) rfw,H- 3�p�o1 3� WASTE UTILIZATION PLAN REQUIRED SPECIFICAT ONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. if the producer does not own adequate land to properly dispose of waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. it is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 5. odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation -field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils,. during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal 1 waste should also be considered. Page: 18 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 ❑r 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 shah, not be applied on grassed waterways that discharges directly into water courses, and on ❑ther 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: 19 WASTE UTILIZATION PLAN REED 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 ptorage (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 ❑f in a manner that meets North Carolina regulations. Page: 20 ANIMAL WASTE UTILIZATION PLAN WASTE C)TILIZATION PLAN AGREEMENT Name of Farm:SILL COSTIN 1-4 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: WILLIAM COSTIN JR. (Pleane print) Signature: AE��-Date: Name of Manager[If different from owner]: Signature: Date: Name of Person Preparing Plan: (please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-295-2120 Address (Agency); PO BOX 277 KENANSVILLE NC 28349 Signature: Date: Pace: 21 ki f 3-e7— '�N R-e 4/A i 4, � r\ �' 110 Lj - - ---------------- 4 I �s 4"6kl s T- jpjjjj�ll' P4 Lo Cry 1x'- Fr f6l, 4te e -t3 nT- pF W A �EMichael F. Easley, Governor A) t'i William G. Ross Jr., Secretary rNorth Carolina Department of Environment and Natural Resources � y Coleen H. Sullins, Director Division of Water Quality July 1, 2007 William Costin JUN 2 6 Bill Costin 1-4 �QQ� 312 Blackmore Rd e% Warsaw, NC 28398-7530 Subject: Certificate of Coverage No. AWS310438 Bill Costin 1-4 Animal Waste Management System Duplin County Dear William Costin: In accordance with your application received on 9-Jan-07, we are hereby forwarding to you this Certificate of Coverage (COC) issued to William Costin, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000. 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 Bill Costin 1-4, located in Duplin County, with an animal capacity of no greater than the following swine annual averages: Wean to Finish: 0 Feeder to Finish: 3040 Boar/Stud: 0 Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0 Farrow to Finish: 0 Farrow to Feeder: 0 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 September 30, 2009 and replaces the NPDES COC issued to this facility with an expiration date of July 1, 2007. You are required to continue conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition 111.19 does not apply. 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 att ntion to the record keeping and monitoring conditions in this permit. Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Internet: www.nc,_watemuality.ore Location: 2728 Capital Boulevard Raleigh, NC 27604 An Equal OpportunitylAftirmative Action Employer— 50% Recycledl10% Post Consumer Paper tt Carolina ura!!b, Telephone: (919) 733-3221 Fax l: (919) 715.0588 Fax 2: (919)715-6048 Customer Service: (877) 623-6748 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. 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 .0111(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per MRCS 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 910-395-3900. 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 AWS310438 WASTE UTILIZATION PLAN NPDES PERMIT RENEWAL - 2007 REGIONAL OFFICE - APS FARM NO: ❑ ASHEVILLE ❑ FAVE l l VILLE ❑ MOORESVILLE ❑ RALEIGH ❑ WAfHINGTON WILMWGTON ❑ WINfiON-fALEM rm,MAL WASTE UTILIZATION RX Producer: WILLIAM COSTIN JR. Location: 312 SLACKMORE RD WARSAW NC 28398 Telephone: 910-293-7483 Type Operation: Expanding Feeder to Finish Swine Number of Animals: 3040.00 hogs (Design Capacity) STORAGE STRUCTORL: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation Tde waste from your animal facility must be land applied at a sbecified rate to prevent pollution of surface water and/or 4roundwater. 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 estabiished. 4. ❑o not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. r • ANIMAL WASTE UTILIZATION A 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 214 .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, f t3, tons, etc.) 3040 hogs x 1.9 tons waste/hogs/year = 5776 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3040 hogs x 4.6 lbs PAN/hogs/year a 13984 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. r e . ANIMAL WASTE UTILIZATION TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME 471 1A NOA C 110 117.5 20 2.21 259.675 I MAR--JUN 471 1A NOA :* * ** I2.21 1265.2 JW 06. pap In I MAE 0- 160 1120 OCTMAR 471 -1A NOA DSB 2.21 T 133 1132 1291.72 J UN- SEPT 15 471 --1A NOA TO Q 12.23. 0 ii 471 1B NOA 2.0 IC I 1110 1117.5 120 1235 MAR-JUN 471 -1B NOA W ** I 160 1120 12,0 1240 OCT-MAR 471 -1B NOA DSB I 133 1132 1 ]ZA. 1264 JUN- SEPT 15 471 --1 B NOA TO 0 0 ii 12.0 471 1C NOA IC I 1110 1117.5 120 12.5 1293.75 MAR-JUN 471 -IC NOA W *� 2.5 300IOCT-MAR 160 1120. 471 --IC NOA DSB T 133 JT3_2 12.5 1330 JUN- SEPT 15 471 -IC NOA TO Q 0 ii 12.5 471 JID INOA Ic 1110 1117.5 120 13.3, 1387.75 ANIMAL WASTE UTILIZATION PLAN I I I I I I MAR- JUN 471 1D NOA W 60 1.20 3.3 I 1396 OCT-MAR 471 --1D NOA DSB I 133 1132 1 13.3 1435.6 JiJN-- SEPT 15471 --1D NOA TO Q 0 r 121.3 471 1E NOA 3.6 IC I 1110 1117.5 120 1423 MAR- JUN 471 --IS NOA WEE* 60 120 3.6 I 1432 OCT-MAR 471 -1E NOA DSB 33 132 3.6 I 1475.2 JUN- SEPT 1.5 471 --1 E NOA TO 0 3.6 0 I 471 1F NOA 3.6 423 IC I 1110 1117.5 120 1 MAR-JUN 471 --1F NOA W-i * 60 120 3.6 I I I I I 1432 OCT-MAR 471 -IF NOA DSB 3.6 I 133 1132 1475.2 JUN- SEPT 15 471 IF NOA TO 0 0 I 1 1 13.11 471 1G NOA 3.6 IC I 1110 1117.5 120 1423 MAR-JUN 471 -1G NOA W +'�' 120 ii 160 13.6 1432 OCT--MAR 471 1G NOA DSB 3.6 I 133 1132 1 1475.2 JUN- SEPT 15 471 -1G INOA ITO 1 10 1 13.6 10 I ANIMAL WASTE UTILIZATION PLAN 471 2A NOA 3.62 1 1 1 I1 1110 1117.5 120 1425.35 MAR-JUN 471 --2A NOA W * jir 60 120 3.62 li I I I I 1434.4 OCT-MAR 471. -2A NOA DSB 3.62 1477.84 I 133 1132 JUN- SEPT 15 471 -2A INOA TO 13.62 10 I II I 10 I 471 2B NOA 3.62 IC x 1110 1117.5 120 1425.35 MAR-JUN 471 -211 NOA W *fir 60 120 3.62 I 1 1 1 1 1434.4 OCT-MAR 471 -2B NOA DSB 3.62 I 133 1132 1477.84 JUN- SEPT 15 471 --2B NOA TO Q 3.62 111 471 2C NOA 3.62 IC T 1110 1117.5 120 1425.35 MAR-JUN 471 --2C NOA W*-k 60 120 3.62 I 1434.4 OCT-MAR 471 --2C NOA DSB 33 3.62 I 1132 1 1477.84- JUN-� SEPT 15 471 �2C NOA TO 0 3.62 0 ii 471 2D NOA 110 117.5 20 2.6 IC I 1 1 1 1305.5 MAR-JUN 471 �2D NOA W *_ 60 120 2.6 li I I I I 1312 OCT-MAR 471 --2D NOA DSB 2.6 ' 1 I 133 1132 1343.2 JUN-- SEPT 15 471 -2D NOA TO 0 2.6 0 I 1 1 ANIMAL WASTE UTILIZATION PLAN 471 I2E I1M43.335 INOA II 1110 ,117.5 120 11.22 I146.4 471 --2E NOA W% 60 120 1.22 I I I I OCT-MAR 471 -2E NOA DSB 33 132 1.22 I 1161.04 JUN- SEPT 15 471 -2E NOA TO 0 1.22 0 T 471 3A NOA 20 3.62 IC x 1110 1117.5 1 1425.35 MAR- JLTN 471 -3A NOA W 60. 120 I 1 13.62 1434.4 OCT-MAR 471 --3A NOA DSB 3.62 I 133 1132 1 1477.84 JUN- SEPT 1.5 471 -3A NOA TO 0 3.62 0 I ,% 471 3B NOA 3.62 IC I 1110 1117.5 120 1425.35 MAR--JUN 471 --3B NOA W * 60 120 3.62 ii I I I I 1434.4 OCT-MAR 471 3B NOA DSB 132 3.62 I 133 1477.84 JUN- SEPT 15 471 -3B NOA TO 0 3.62 0 x 471 3C NOA C 110 1.17.5 I 120 13.2 1376 MAR--JUN 471 --3C NOA Wr'IF 60 120 I I 13.2 1384 OCT-MAR 47i' 3C NOA DSB 132 3.2 I 133 1422.4 JUN- SEPT 15 471 -3C INOA ITO 1 10 1 13.2 10 ANIMAL WASTE UTILIZATION PLAN !I 471 NOA I3D 1 IC 1110 1 1117.5 120 12.5 1293.75 MAR-JUN 471 --3D WC- 60 120 2.5 jN0k I 1 1 1 1300 OCT--MAR 471 �3D DSB INOA 133 I 1132 12.5 1330 JUN-- SEPT 15 471 -- 3 D TO 0 0 INOA I 12.5 END I TOTAL117894.8 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. ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or --__--- APPLY RESID. APPLIC METH N TIME END TOTAL 10 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. ** 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 I and 2 above: CROP CODE CROP UNITS PER UNIT 1.25 C CORN BUSHELS DSB DOUBLE CROPPED SOYBEANS BUSHELS 4 TO TOBACCO W WHEAT BUSHELS 2 TOTALS FROM TABLES 1 AND 2 WETTABLE I LBS AW N USED ANIMAL WASTE UTILIZATION PLAN TABLE 1 TABLE 2 TOTAL ACRES 48.43 0 48.43 *** BALANCE L 17894.88 17894.88 -3910.88S ------------------ *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. 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 gontain provisions for periodic land . application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures t❑ prevent over application of nutrients or other elements. Your production facility will produce approximately 1124.8 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 5624 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 388 pounds of nitrogen per acre, you will, need 18.7466666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 44.992 acres of land. Please be aware that these are only estimates ❑f the PAN and land needed. Actual requirements could vary by 25W depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION ❑F WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff ❑r ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet"size, and ❑rganic solids. The application amount should not exceed the available water holding capacity of the soil at the time ❑f 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 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. I I l [Application RatelApplic. Amount Tract t Field j Soil Type Crop I l (in/hr) I (inches) I 471 I I l 1A l NOA C l .50 l *1.0 471 l 1B l NOA I l C I l .5.0 l *1.0 471 l 1C l NOA I l C 1 l .50 j *1.0 471 l ID NOA C .50 l *1.0 471 f I l 1E NOA I C f .50 I *1.0 471 1F NOA l C .50 *1.0 471 l I 1G I NOA I C I .50 I *1.0 471 l 2A NOA C J .50 4711 l 2B l NOA l C l .50 l *1.0 471 l 2C l NOA l C l .50 l *1.0 ANIMAL WASTE UTILIZATION PLAN -1 471 _1 12D NOA I C 1 .50 1 *1.0 471 1 2E NOA f C .50 1 *1.0 471 1 3A ! NOA C .50 1 *1.0 471 1 3B 1 NOA 1 C 50 1 *1.0 471 1 , 3C 1 NOA �� C + .50 1 *1.0 r 471. 1 3D NOA C 50 f + *1.0 471 I --1A NOA I I TO 471. 1 -1A 1 I NOA I I DSB I I .50 471 I -1A I f NOA I 1 W .50 *1.0 471 1 -1B 1 �NOA TO f 471 I -1B I I NOA 1 DSB 1 .50 I *1.0 471" 1 --11B 1 1 NOA I I W 1 .50 1 I *1.0 ANIMAL WASTE UTILIZATION PLAN 471 I -IC NOA I TO 471 I ---1C I NOA I I DSB I .50 471 I I --1C I + NOA I I W f I .50 I *1.0 471 I -ID NOA I TO I f 471 I -1D I I NOA I + DSB I f .50 I *1.0 471 f -1D I NOA W .50 *1.0 471 -1E I NOA TO 471 f -1E f I NOA + DSB .50 *1.0 471 f -1E I NOA W .50 *1.0 471 -1F I NOA f TO 471 f --1F I NOA DSB .50 f *1.0 471 -1F I NOA W I .50 I *1.0 471 -1G f NOA I TO ANIMAL WASTE UTILIZATION PLAN 471 f I DSB *1.0 I NOA .50 ! -1G 471 --1G f NOA .50 I *1.0 W 471 I -2A I I NOA I I ! TO 471 I I --2A I I NOA I I I .50 I *1.0 I DSB 471 f I --2A f I NOA f ! I .50 I *1.0 I W 471 I -28 f I NOA f f ! TO 471 -213 DSB *1.0 I NOA I .50 471 -2B f f NOA I .50 f *1.0 f W 471 I -2C i I f l f NOA I To 471 ! I -2C I f I .50 ! I NOA I DSB I *1.0 471 I -2C .50 I NOA I W I *1.0 47- ! f f --2D I I f I I ! f NOA I I TO f ANIMAL WASTE UTILIZATION PLAN 471 I --2D NOA I DSB f .50 I *1.0 471 I I --2D f NOA I I W I .50 f I *1..0 471 f f -2E I I NOA I TO I 1 471. I I -2E I I NOA I DSB I .50 *1.0 471 I -2E I I NOA I W I I .50 *1.0 471 --3A I NOA TO 471 -3A I NOA I DSH I .50 I *1.0 471 -3A I NOA f W f I .50 f *1.0 471 --3B l + NOA I TO I I 471 I --31B I NOA I DSB I I .50 f I *1.0 471 --3B I NOA W f .50 I *1.0 471 -3C I NOA I TO f i 471 I -3C I NOA I I DSB f I .50 1 I *1.0 ANIMAL WASTE UTILIZATION PLAN 471 1 -3C 1 NOA 1 1 1 W .50 1 471 1 w3D + NOA 1 TO 1 472. ! 1 --3D I 1 NOA I 1 1 DSB 1 .50 1 471 I 1 -3D 1 1 NOA I I 1 1 W .50 *1.0 *1.0 *1.0 * 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 days of temporary storage and the temporary storage must be removed on the average of once every months. In no instance should the volume of the waste be stored in your sEructure 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. ANIMAL WASTE UTILIZATION PLAN NARRATIVE OF OPERATION THIS PLAN IS WRITTEN BASED ON A TWO YEAR CROPPING ROTATION■ USING EFFECTIVELY IRRIGATED ACRES, AND IS LISTED BY THE HYDRANT PULLS. (TOBACCO MAY BE PLANTED ON APPROXIMATELY 12.0 ACRES PER YEAR. THE TOBACCO MAY BE ROTATED ON ALL FIELDS AS NEEDED TO BEST SUIT FARMING OPERATIONS AND CONTROL DISEASE. **IN TABLE ONE THE CROP CODE W(WHEAT) IS USED TO REPRESENT ANY SMALL GRAIN(WHEAT. OATS, RYE, or BARLEY) CROP PLANTED. �- —Fke 12- A ras 3:^ 'Pis Mal 86 - V.red 74 Gram Ap C#V oe) I red . � A Cove I l 3+d ;--i Tacit. Otis L P K,+cd 7* Wdl via For P/15A. 'Ov 3NOI lr�G � 1 '3. r 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 nitrggen 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. &. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils,, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 18 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 5o 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. Animai 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. 15. 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: 19 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 18. If animal production at the facility is t❑ 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 ❑f 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. Pane: 20 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:SILL COSTIN 1-4 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 t❑ 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 ❑f Facility Owner: WILLIAM COSTIN JR. {Please print) Signature: •Date Name of Manager (If different from owner) : Signature: Date: Name of Person Preparing Plan: (please print)HILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 277 KENANSVILLE NC 28349 Signature: Date: 1 i• i �-- A —I I ar�'f 8� 5 . �• � r{ tS �oy5 r r u R.,' e y y41 i 1f •' YLe TI+ ' r 41 Ae ~ rt� rr, • i r! r � �p 1 r r% r f � 7 7YAL �Trk b¢ r-- ckr' 1�1 ' ANIMAL FACILITY ANNUAL At FORM Certificate of Coverage or Permit Number AlCd ;Z 3 /,Y,59 County 7DTYear 20q Facility Name (as shown on Certificate of Coverage or Permit) -0, (fo.s A."i Operator in Charge for this Facility W; 11 +'0 0r, (f,W mac. Certification # Land application of animal waste as allowed by the above permit occurred during the past calendar year y",_ YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste was generated but not land applied, please attach an explanation on how the animal waste was handled. Part I : Facility Information: *'I. Total number of application Fields ❑ or Pulls V((please check the appropriate box) in the Certified Animal Waste Management Plan (CAWMP): �Lo _ Total Useable Acres approved in the CAWMP 6a,43 2. Total number of Fields ❑ or Pulls (please check the appropriate box) on which land application occurred during the year: Total Acres on which waste was applied 61,63 3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites: -7d-74,4 � 4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and the permit: I 1 9 AV -7• [f 5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken off site during the year Ij0N-9- tons ❑ or gallons ❑ (please check the appropriate box) 6. Annual average number of animals by type at this facility during the previous year: 4E 1`3 h- - M 0;1� ai () erg -4 -1a3 4-o !.2- -31-0-3 -- 9 0 — 7. Largest and smallest number of animals by type at this facility at any one time during the previous year: Largest 311f 64 -A `F - 03 4-a 1 ,-L- 3 /- o 3) - Smallest A 1 U 3 1-c+ 1 X-3 /-u 3) (These numbers are for informational purposes only since the only permit limit on the number of animals at the facility is the annual average numbers) 8. Facility's Integrator if applicable: My rho &j - �ro (, - _ +F S A I4 A-el.r►� en �4- Part II: Facility Status: IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY BACK INTO COMPLIANCE. 1. Only animal waste generated at this facility was applied to the permitted sites during 2""Yes ❑ No the past calendar year. AFACF 3-14-03 1 FIEB 2fl04 � lvE at At"omovice eo Won C]co 9 2. The facility was operated in such a way that there was no direct runoff of waste from C�/Yes the facility (including the houses, lagoons/storage ponds and the application sites) during the past calendar year. 3. There was no discharge of waste to surface water from this facility during the past calendar year. 4. There was no freeboard violation in any lagooris or storage ponds at this facility during the past calendar year. 5. There was no PAN application to any fields or crops at this facility greater than the levels specified in this facility's CAWMP during the past calendar year. 6. All land application equipment was calibrated at least once during the past calendar year. CR/Yes E Yes .^ ❑ No ❑ No �lo � ❑ Yes C'No -)" ❑ Yes 31�o * 7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon IUIA ❑ Yes ❑ No was designed or reduce the lagoon's minimum treatment volume to less than the volume for which the lagoon was designed. Nj14 8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. ❑ Yes ❑ No 9. Annual soils analysis were performed on each field receiving animal waste during the ❑ Yes [4-fgo - past calendar year. 10. Soil pH was maintained as specified in the permit during the past calendar Year? EKyes ❑ No 11. All required monitoring and reporting was performed in accordance with the facility's [?�es ❑ No permit during the past calendar year. 12. All operations and maintenance requirements in the permit were complied with during ❑ Yes C-lo the past calendar year or, in the case of a deviation, prior authorization was received from the Division of Water Quality. 13. Crops as specified in the CAWMP were maintained during the past calendar year on all ' Yes ❑ No sites receiving animal waste and the crops grown were removed in accordance with the facility's permit. 14. All buffer requirements as specified on the permit and the CAWMP for this facility were Z/Yes ❑ No maintained during each application of animal waste during the past calendar year. * e. "I certify under penalty of law that this document and all attachments`were prepared urider my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." r Permittee Name and Title (type or print) -.2 L? -0 AIL Date Date different from Permittee) AFACF 3-14-03 2 �� Ul��` � � drr• � �o�5-F� n �r. A 1�c•c,yr en t �►-� �4 F A C F 3-I �-v,3 i` Oar �' � '• F�.c �'�:�-(.y �� �ir�rr►��' �'t17~. A '-t'%►-e- 4-7'�I )DLt-ij3 PLa.rLs oA, ,2?,,? GLc esju,4A ao txse- cA61-��. Wf�S o. �evnPGrar! �'� G 7 0-dc ' j r,, C� r.. o 11.- r cl uo- -E-o th l ,uA5.4 P a ^ , Pne 1qof,-o— 3 Gi n r) ofp gv eJ b, /V ► cs, o►-+ .2. To *,Q- [3 i e%O u d e. 4 P LAl IS G u er Ck[. -1 5 (4..►,_. e +4-►L 3. -7 ❑ `7 9, i ., r l.aof ! 8 9 "�. '`k L) u +4 (e u-C I e 5 4. ! I °! ` 7. �`vti t,l,a�� 3 00 0 gA.r.r) -,I.b•L� wekk� ock� w:4k -K-k �Pf •.• . 0 (13 , -, ,n a4- war) e-,-c i al a u7, 1, A ti o- y-r 1 8 4J-k 044. to d-do W 44-C / 9 e :'GA e +� CJQ • Qfi a'r7 r: off-�r Ci.� [.Gr-C15 - 'F~�'A T � a i 0 U 3 c,r eotr' SCxS ►m � 1 N eJ 4-0 0.�� r� v: � � W f►-5 n cr+ : � ; �.�1 ,E-�af �-sL m a � �r wA-.5 Gcrr•,s � c.�•� e.c] .5, (D)►p pw11 WA-.s a•y 16s. over p.r.c} +tAfo -Pul+LS "t—er4- 1.yf 16s• over-. 6. -r-AQ. i rr; g a+i arm O fr:l .;L4, -,L004. V S JLLdf e- SVrUetl C.u. LI .'�k '�v r�U �►��eC� �]� Q.��• � a� �{� BOO �. 0,11 P-o r m P n e^l p cx1ls [�c►-� r-e 5 �ln7p ✓�.c? 7-- a..Uo 3�- 0.7 o,-r I a - 7 - U 3-1- i r� r 4-c, �5-lee.r1 ri 5 ?� C3 ' W llt.cn.�" . % � p,� sw�� �� W e- r� u�-c) � �,(¢-sit rlr�.7� rt,►w�'ry oil do" C4<� ptLe-J sa y 6..edv� (4 - cy 6 t r9yti 5 c.v�-�-e i, wr e5-�e-J oc f No a� 'p-0 0 3) , ^7k¢ 17 rA II s G n --¢ a54-v r-g- W 1 # �CA CLP - r -�-trl- .j.p,r►r��er ('� r y � ��� i n q t.�.►� I`£ i1 c/�" 5'[3��t'�� �� • "fi4 I�1�+ � � c�-cl r � ►, c� r' Co�-eJ � a� � P 0. S �� r-�, h,9-eJ n r� �.e � r-� fir-*.'.$.; z?r isir; S /fC,'v}7S�► -.S-e .�dU3 a- a n -1-: ►r. t o� Pa ru n , �-� !D u on 7t ►'s !f w s sctc) ax-4-.0 S.a.P4. L-003. fXe f►� ow.,erx Gun I [ crF o�.I©.Pt o J� A r� 7 f7 rn�. n 5 1 sn y �v�nr� . Ivy • all olev: [cT . o--i ar-e 11o4.e J a,, L) e-x CQ,-r cc) CL6 OII� , P Appendix 3. Lagoon Sludge Survey Form C A. Faun Permit or DWQ Identification Number Par m 4 lye e q 3 J43 8 B. Lagoon Identification '* t C. Person(s) taking Measurements (.C.t� r,'G' ►+- �t7 5 �,'•J �rr D. Date of Measurements q -`7- d y E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer: -Pvc -Pal-c-- LU) 7 t t'C r. m c b. Distance from the la oon liquid surface to the bottom (soil) of lagoon: pV C. jc [NI 0-0-auj -e lj c. Thickness of the 'sludge layer if making ti direct measurement with "core sampler": �S\-qev ro zoar�. ApR � �p�r{ �ECneeEn° N4r�'`�� F. Lagoon Surface Area (using dimensions at inside top of bank): r 6(acres) (Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.) G. Est[W4le number of sampling points - OaLess than 1.33 acre: Use 8 points b. If more than 1.33 acre, acres x 6 = , with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". I. At time of sludge survey, also measure the distance from the Maximum Liquid Level �+ to the Present Liquid Level (measure at the lagoon gage pole): J. Detenmine distance from Maximum Liquid Level to Minimum Liquid Level: t� (Determine from Plan or other lagoon records) K. Calculate distance from present liquid surface level to Minimum Liquid level: item d — Item I, assuming present liquid level is below Max. Liq. Level: L. Record From sludge survey data sheet the distance from the present liquid surface level to the lagoon bottom for the d � (average all measurement points): M. Record from sludge survey data sheet the distance from the ptnsent liquid surface level s S to the top of the sludge layer (average for all the measurement points): T N. Record from sludge survey data sheet the average thickness of the sludge layer: q-7,5 r ❑. Calculate the thickness of the existing Liquid Treatment Zone (Item Ni — Item K): (Note: If ltem d is less than 3 ft.. a sludge removal and utilization plan may be required by N. C. DWQ. See your specific permit or contact DWQ for more information.) P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniforrn side slope. ii Complet:tt Ii}':} �'.;;-�,.t �' t� Date: �— IC rd'Y Print Name Signature 13 Appendix 3. Lagoon Sludge Survey Form F—AC tit 31 - 3$ A. Farm Permit or DWQ Identification Number_-trm, _NC Iq _ =3 J �413,' B. Lagoon Identification C. Person(s) taking Measurements D. Date of Measurements E. MethadslDevices Used for Measurement of a. Distance from the lagoon liquid surface to the top of the sludge layer: 1.LCy S C®E� b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon: c. Thickness of the stud g a layer if making a direct measurement with "care sampler"; F. Lagoon Surface Area (using dimensions at inside top of bank): ■ r / (acres) (Draw sketch of lagoon on a separato sheet and list dimensions, and calculate surface area.) G. Esti to number of sampling points; a3 Less than 1.33 acre: Use 8 points b. If more than 1.33 acre, acres x 6 = , with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match most closely with the estimated number of sampling points needed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". I. At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): 15 r. J. Determine distance from Maximum Liquid Level to Minimum Liquid Level: .Z (Determine from Plan or other lagoon records) K. Calculate distance from present liquid surface level to Minimum Liquid level: Item J -- Item 1, assuming present liquid level is below Max. Liq. Level: —7 r L. Record from sludge survey data sheet the distance from the present Iiquid surface level to the lagoon bonom (average for all the measurement points):? X Record from sludge survey data sheet the distance from the prdscnt liquid surface level r to the top of the sludge layer (average for all the measurement points): �Z N. Record from sludge survey data sheet the average thickness of the sludge Iayer: r •'7r I O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K): (Note: If Item 0 is less than 4 ft., a sludge removal and utilization plan may be required by N. C. DWQ, See your specific permit or contact DWQ for more information.) P. Proceed to Siudge Volume Worksheet if desire to calculate sludge volume for rectangular shaped Iagoon with uniform side slope. Completed b- :} r e ►� ?,, Pint Name Signature 13 1 Appendix 4. Sludge Survey Data Sheet Lagoon Identification: Sludge Survey Data Sheet Completed by: (L:,11.:4 it, °•S�, %� S a e: `%-Cr V Print Name Signature (A) Grid Point No. (g) Distance from liquid surface to top of sludge (C) Distance from liquid surface to lagoon bottom soil (C)-(13) Thickness of sludge la ter Ft. & inches Feet tenths Ft. & inches Feet tenths Ft. & inches Feet tenths 1 —7 rs_ '. `7 r r. 2 7'9` r- 9 S'7 3 7 13 ' 7- 2— 9,16 r' 4 5 A, U r r ` 7 s '0 , C S` 7'' � lr `&r. .s r jrr a rr . () 9 10 '7r.Z r7;Z-C 11 —7. Z 7 , $ 12 13 14 15 16 17 18 19 20 21 22 23 24 Ave rage *All Grid Points and corresponding slue la►•er_thickness must he shown on a sketch attached to this Sludge Sur►'ev Data Sheet. See Appendix 6 for conversion from inches to tenths of feet. 14 Appendix 5. Sludge Volume Worksheet. 49 o7n, 04 The average thickness of the sludge layer is determined from the Lagoon Sludge Survey Form. In this example, the average sludge layer thickness is 2.5 ft. The dimensions of the lagoon and the side slope are needed for calculations. If the lagoon is a standard geometric shape, the volume of sludge in the lagoon can then be estimated by using standard equations. For rectangular lagoons and constant side slope, calculate length and width at midpoint of sludge layer, and multiply by sludge layer thickness to calculate sludge layer volume as shown in the example. If the lagoon is an irregular shape, the sludge volume can be estimated by using the total surface area in square feet and taking the square root to obtain the dimensions for a square lagoon, and then use the same procedure as listed below. Example Your lagoon A. Average Sludge Layer Thickness (T) 2.5 ft. B. Depth of lagoon from top of bank to bottom soil surface (D) 1 I ft. C. Slope = horizontallvertical side slope (S) 3 ...� D. Length at top inside bank (L) 457 ft. q o E. Width at top inside bank (W) 229 ft. i 0 F. Length at midpoint of sludge layer ��rr "= L — 2 S (D- (T12)) 398.5 ft. a 3& r�• G. Width at midpoint of sludge layer W,., = W — 2 S (D — (Tl2)) 170.5 ft. rf t � ' • H. Volume of sludge (V): l` / ►Dp � V = Lm W,,, T 169,860 ft' ^r (A t o4 Q I. Volume in gallons: VS =V * 7.5 gal./ft'. 12M.950 gal. � �7, 13 1 � {, , + +� z� +-7 l� L� ]s a 14 4 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources August 11, 2003 William Costin, Jr. 312 Blackmore Road Warsaw, NC 28398 Subject: Rescission of Notice of Violation 1 Issuance of Notice of Deficiency Bill Costin 1-4 Facility # 31-438 Duplin County Dear William Costin, Jr.: Alan W. Klimek, P.E, Director Division of Water Quality Thank you for your recent submittal of the information requested in our letter dated April 15, 2003. We greatly appreciate the effort that you made in compiling this information and sending it to our Wilmington Regional Office by the date required. We also appreciate the fact that you reported the problem with high freeboard to our staff as required by your permit and worked with our staff to manage the problem once it occurred. Upon review and consideration of the information submitted, the Wilmington Regional Office has determined that no further compliance/enforcement actions will be taken by the Division for these high freeboards. Also, based on your actions to properly operate your facility, the Division of Water Quality hereby rescinds the Notice of Violation that was issued to you on April 15, 2003 and replaces it with this Notice of Deficiency. In the future, please continue to evaluate ways to maintain freeboard levels in the required range. These methods include, but are not limited to, water conservation practices, adding additional application sites, updating your cropping systems, adding additional and/or more flexible application equipment, and maintaining the lagoon levels at the lowest allowable and appropriate levels throughout the year. Our staff looks forward to continuing to work with you and your Technical Specialist to evaluate and implement any needed changes to your system. sear 1ZMA Customer Service. Mailing Address. Telephone: (919) 733-5083 Location: 1 800 623-7748 1617 Mail Service Center Fax: (919) 733-0059 512 N. Salisbury St. Raleigh, NC 27699-1617 State Courier #52-01.01 Raleigh, NC 27699-1617 An Equal Opportunity 1 Affirmative Action Employer 50% recycled 1 10% post -consumer paper http:l1h2o.en r,state. nc. us 1 ru M N ru M C7 Cl C] CS O Ln C7 �m a M r� N r Inadequate Freeboard William Costin, yr. Augus' 11, 2003 I Page Thank you again for your cooperation. If you have any questions, please do not hesitate to contact the staff of our Wilmington Regional Office at 910-395-3900. Sincerely, Rick Shiver Water Quality Regional Supervisor CC: Kraig Westerbeek, Murphy -Brown, LLC Silly Houston, Duplin County Soil and Water Conservation District Patrick F s c AW ingtan Fi4F 3 438 Non -Discharge Compliance and Enforcement Unit Central Files o�0' W A rERQc F > r_ Michael F, Easley Governor William G. Ross Jr., Secretary Department of Environment and Natural Resources ❑ '� Alan W. Klimek, P.E. Director DMsion of Water Quality April 16, 2003 CERTIFIED MAIL RETURN RECEIPT REQUESTED William Costin, Jr. 312 Black -more Road Warsaw NC 28398 SUBJECT: Notice of Violation Request for Information Inadequate Freeboard Bill Costin 1-4 #31-438 Duplin County Dear Sir or Madam: On April 11, 20O3, a representative of your animal operation informed the Division of Water Quality (DWQ) that there was inadequate freeboard in the lagoon(s) serving this facility. This lack of adequate freeboard is in non-compliance -with the Certificate of Coverage issued to this facility on December 29, 1998. In addition to,this Notice of Violation (NOV), this non-compliance is subject to an appropriate enforcement action by DWQ. This action can consist of one or more of the following: a civil or criminal enforcement action; an injunction; and/or a requirement to apply for coverage under an individual permit. The action chosen will be based on complete evaluation of all factors that resulted in the inadequate freeboard; the actions taken to restore the needed freeboard; and the actions being proposed to prevent the problem from reoccurring. To assist us in our review, please provide the Wilmington Regional Office with an evaluation of the reasons for the freeboard violation(s) and a strategy to prevent future freeboard violation(s). This evaluation and strategy must include but is not limited to the following: Current Freeboard level(s) Freeboard level records in the lagoon(s) for the past 12 months up to the date of submittal Spraying records for the past 12 months up to the date of submittal Customer Service: Mailing Address: Telephone (919) 733-5083 1-877-623-6748 1617 Mail Service Center Fax (919) 733-0059 Raleigh, North Carolina 27699.1617 State Courier #52-01-01 An Equal Opportunity/Affirmative Action Employer 50% recycled 1 10% post -consumer paper hflp.//h2o.enr.state.nc, us NNA Location: 512 N. Salisbury St. Raleigh, NC 27699-1617 Inadequate Freeboard Page 2 Rainfall records for the past 12 months for this site up to the date of submittal (if available) Cropping system and PAN specified in the CAWMP. If the cropping system was not in compliance with the facility's CAWMP, provide details of the cropping system in place for the past 12 months. A summary of actions taken to restore the needed freeboard in the lagoon(s) including but not limited to removal of animals from the site, delay of restocking of animals, pumping and hauling waste to another site (specify site), securing additional irrigation equipment, and securing additional spray sites. A description of water conservation measures in use at the facility and the date(s) installed. If the lagoon level(s) are still in violation of the facility's CAWMP and Permit, provide an updated Plan of Action as to how the facility will return to compliance. Provide a detailed description of the actions taken or proposed to be taken to insure that there are no further freeboard violations at this facility. This information must be received by the Wilmington Regional Office at the following address no later than 10 days following receipt of this letter. Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405-2845 Once this information is received and evaluated by the DWQ staff, a determination will be made as to the appropriate compliance/enforcement actions to be taken. Each case will be evaluated on its awn merit. The efforts by the owner/producer to notify DWQ of the problem, efforts made to resolve the problem once identified, and efforts proposed to prevent future problems will be positive factors in this determination. Nothing in this letter should be taken as removing from you either the responsibility or liability for this non-compliance or future cases of non-compliance. If you have any questions regarding this letter, please do not hesitate to contact our Wilmington Regional Office Staff at (910) 395-3900. Sincerely, Alan W. Klimek, P. Director . cc: Wilmington Regional Office Non -Discharge Compliance/Enforcement Unit Central Files .4 R, Michael F. Easley, Governor William G. Ross Jr„ Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P. E., Director Division of Water Quality April 9, 2003 William Costin, Jr. Bill Costin 1-4 312 Blackmore Road Warsaw NC 28398 Subject: Certificate of Coverage No. NCA231438 Bill Costin 14 Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear William Costin, Jr.: On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General Permit for swine facilities. The General -Permit was issued to enable swine facilities in North Carolina to obtain coverage under a single permit that addresses both State and Federal requirements. In accordance with your application received on February 13, 2003, we are hereby forwarding to you this Certificate of Coverage (COC) issued to William Costin, Jr., authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with NPDES General Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number AWS310438 to operate under State Non -Discharge Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Bill Costin 1-4, located in DuplinCounty, with an animal capacity of no greater than an annual average of 3040 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 July 1, 2007. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and Iimitations 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 General Permit. Since this is a new joint State and Federal general permit it contains many new requirements in addition to most of the conditions contained in the current State general permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please pay careful attention to the record kee in and monitoring conditions in this MEMit. __The Devices to Automatically Stop Irrigation Events Form must be returned to the Division of Water .Quality no later than 120.days following receipt of the Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned to the Division of Water Quality by no later than March 1st of each year. Non -Discharge Permitting Unit 1617 Mail Service Canter, Raleigh, NC 27699-1617 Customer Service Center An Equal Opportunity Action Employer Internet httpVh2o.onr.state.nc.us/ndpu Telephone (919) 733-500 Fax (919)715-6048 Telephone 1 80D 623.7748 50% recycled O% post -consumer paper i` 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 CDC 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. 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 2H .0225(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 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- 215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 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 NPDES 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, Z:�Z_ for Alan W. Klimek, P.E. Enclosures (General Permit NCA200000, Record Keeping and Reporting Package) M. (Certificate of Coverage only for all cc's) Duplin County Health Department Wilmington Regional Office, Water Quality Section Duplin County Soil and Water Conservation District Permit File NCA231438 Permit File AWS310438 NDPU Files ANIMAL WASTE`UTILZZATION PLAN Producer: WILLIAM COSTIN JR. Location: 312 BLACKMORE RD WARSAW NC 28398 Telephone; 910--293-7463 Type,,Operation: Expanding Feeder to Finish Swine , Numb1�1e"'r f, 'Animb l s: 3 0 4 0. 0 0 hogs $� 0 �G {Design Capacity} cf bF � )• STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: irrigation The waste from your animal facility must be land applied at a specified rate to preven't 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 s❑ 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 j 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. Thisiplan',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 -He applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lame 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.) 3040 hogs x 1.9 tons waste/hogs/year = 5776 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3040 hogs 4.6 bs FAN/hogs/year = 13984 lbs. PAN/year C j VL-2- 14— Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIMEY 471 1A NOA C 110 117.5 20 2.21 259.675 I MAR-JUN 471 - -1A INOA 4 120 I I 2.21 I 1265.2 471 1A NOA DSB 2.21 133 I - 1132 1291.72 JUN- SEPT 15 471 �1A NOA TO 0 2.21 0 • I 471 1B NOA 117.5 IC 1110 I 120 12.0 1235 MAR-JUN 471 -1B W �k3F 60 120 2.0 INCA I I I I 1240 OCT-MAR 471 1B NOA ❑SB 264 133 I 1132 1 12.0 JUN- SEPT 15 471 �1B NOA TO 0 0 r 12.11 471 1C NOA C 110 117.5 I 120 1 12.5 1293.75 MAR--JUN 471 --IC NOA W 160 I 1120 12.5 1300 OCT--MAR 471 �IC DSB INCA 133 I 1132 12.5 1330 JUN- SEPT 15 471 --1 C NOA TO 0 2.5 0 I 1 1 471 11D INOA 1C 1110 1117.5 120 13.3 1387.75 Page: 3 ANIMAL WASTE UTILIZATION PLAN f l I I I I I I IMAR-JUN 471 --1D NOA W 60 120 3.3 I I I I 1396 OCT-MAR 471 �1D NOA DSB I 133 1132 13.3 1435.G JUN- SEPT 15'- 471 w --1D NOA TO 0 0 x 13.3 471 1E NOA C 20 3.6 I 1110 111,7.5 1 1423 MAR- JUN 471 --IE NOA W** 120 3.6 I 160 1432 OCT-MAR 471 --1E NOA DSB - 3.6 475.2 I 133 1132 JUN- SEPT 15 471 --1E NOA TO 0 3.6 0 I 471 1F NOA C 3.6 I T �110 1117.5- 120 I 1423 MAR-JUN 471 -1F NOA W** 60 120 3.6 I I I I I 1432 OCT-MAR 471 1F NOA DSB 3.6 I 133 1132 1 1475.2 JUN- SEPT 15 471 - li 471 1G NOA 3.6 IC x 1110 1117.S 120 1423 MAR--JUN 471 --1G NOA W'�' 60 120 3.6 I �432 OCT-MAR 471 1G NOA DSB 3.6 I 133 1132 1 1475.2 JUN- SEPT 15 471 -1G NOA TO 0 3.6 0 I I 1 1 Page: 4 ANIMAL WASTE UTILIZATION PLAN 471 NOA I110 I3.62 4MAR`35 �2A I I 1117.5 I20 I 471 �2A NOA W �'r jir 60 120 3. 62 I I I I 1434.4 OCT-MAR 471 w2A NOA DSB 3.62 I 133 1132 1 1477.84 JUN- SEPT 15 ' 471 �2A NOA TO 0 0 I 13.02 471 2B NOA 3.62 IC I 1110 1117.5 120 1425.35 MAR-JUN 471 �2B NOA W�4* 60 120 3.62 I I I I I 1434.4 OCT-MAR 471 --2B NOA DSB 3.62 I 133 �132 1477.84 JUN- SEPT 15 471 --211 NOA TO 0 3.62 I IG 471 2C NOA 3.62 IC I 1110 1117.5 120 1425.35 MAR--JUN 471 �2C NOA W �E' �E- II 160 �120 �3.62 1434.4 OCT-MAR y 471 --2C NOA DSB 3.62 I 133 1132 1477.84 JUN- SEPT 15 471 - 2 C NOA TO 0 0 z 1 1 13.62 471 2D NOA IC x 1110 111.7.5 120 12.6 1305.5 MAR-JUN 471 -2D NOA W *- 60 2.6 I 1120 I I 1312 OCT-MAR 471 2D DSB INCA I 133 1132 12.6 �343.2 JUN- SEPT 15 471 2D NOA TO 0 0 I �2.6 Page: 5 ANIMAL WASTE t7TILIZATION PLAN 471 �2E INOA �I 1110 1117.5 120 11.22 11MAR-JUN43-35 471 �2E NOA W k � 60 120 1.22 I 1146.4 OCT-MAR 471 =-2E NOA DSB I 133 1132 1 11.22 1161.04 JUN- SEPT 471 -2E NOA TO 0 D I 11.22 471 3A NOA 425.35 IC I 1110 �117.5 120 13.62 1 IMAR-JUN 471 .3A NOA W 60� _ 1 1120 1 13.62 1434.4 OCT-MAR 471 -3A NOA DSB I 133 1132 1 13.62 1477.84 JUN- SEPT 15 471 -3A NOA TO 0 0 I 13.62 471 32 NOA IC I 1110 1117.5 120 13.62 1425.35 MAR-JUN 471 --3B NOA W * * 60 120 3.62 T 1 1 1 1 1434.4 OCT-MAR 471. �311 NOA DSB I 133 1132 13.62 1477.84 JUN- SEPT 15 471 -- 3 B NOA TO D 0 . I 13.62 471 3C NOA IC I 1110 1117.5 120 13.2 1376 MAR-JUN 471 �3C NOA W *:t 60 120 3.2 I 1 1 1 1364 OCT-MAR 471 3C DSB 422.4 JNOA I 133 �132 1 13.2 JUN- SEPT 15 471 --3C INOA ITO 1 10 1 13.2 10 Page: 6 ANIMAL WASTE IITILIZATION PLAN 471 C I3D INOA I 1110 1117.5 120 12.5 1293. 75 471 3D NOA W 7� *- 60 120 2.5 I 1300 OCT-MAR 471 --3D NOA DSB I 133 1132 1 12.5 1330 Ji]N-- SEPT 15 471 3D NOA TO fl I I 1 1 12.5 111 END r TOTALI17894.8 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: 7 ANIMAL WASTE UTILIZATION PLAN ^f TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD "' SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N '''`F' 3: •: '=` PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME END TOTAL10 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. ** 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 C CORN BUSHELS 1.25 DSB DOUBLE CROPPED SOYBEANS BUSHELS 4 TO TOBACCO W WHEAT BUSHELS 2 TOTALS FROM TABLES 1 AND 2 WETTABLE I LBS AW N USED Page: 8 ANIMAL WASTE UTILIZATION PLAN _ACRES TABLE 1 48.43 TABLE 2 1 0 17694.88 0 TOTAL 148.43 17894.68 *** BALANCE-3910.885 ------------------------ *** This _number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 9 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 gontain 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 1124.8 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 5624 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 18.7466666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 44.992 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 t'ime 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: 10 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the Gables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract f Field I 1 Soil Type 471 11A I NOA 471 I 1 11B I NOA 471 1 1C I NOA 471 i 1 1 ID NOA 471 I 11E I NOA 471. i 1 1F 1 NOA 471 1G 1 NOA 471 1 1 2A 1 NOA I 471 2B 1 NOA i 471 12C 1 I NOA (Application RateiApplic. Amount j Crop I 1 (in/hr) I 1 (inches) C 1 .50 *1.0 f i C 1 I .50 1 ' *1.0 I C .50 I I *1.0 C 1 .50 *1.0 C I .50 1 *1.0 C .50 i 1 *1.0 C I I .50 1 *1.0 C 1 I 1 .50 2 I *1.0 C I I .50 I *1.0 C I .50 1 *1.0 Page: 11 ANIMAL WASTE UTILIZATION PLAN 471 I f 2D I 1 NOA I C I I .50 i I *1.0 471 I I 2E I I NaA I I C I I .50 I *1.0 t 471 13A NOA C f .50 I *1.0 471 I f 33 I I NOA I I C ( I .50 f *1.0 471 I 3C I NOA I rl C I .50 I *1:0 471 13D I NOA I C I .50 *1.0 471 l i -lA I NOA f TO I f 471 I --lA I NOA I DSB 1 I 50 *1.0 471 I f -1A I NOA I W I I ,50 f *1.0 r 471 i -1B f NOA I TO I 471 I -1B I NOA I DSB I .50 i *1.0 47-1 I I -18 I I NOA I W I I .50 I *1.0 Page: 12 ANIMAL WASTE UTILIZATION PLAN 471 # --1C I NOA 471 I --1C I I NOA 471 I --1C NOA 471 I --1D NOA 471 i I --1 D I NOA 471 I --1D I NOA 471 I --1E ! I NOA 471 - I E f I NOA 471 ' --It f I NOA 471 I --1F NOA 471 I --1F NOA 471 I --IF NOA 471 - 1 G NOA TO I ! t I DSB ! I .so I *1.0 I I w I I .50 1 ! *1.0 � I TO I I ! *1.0 DSB I .50 i W I .50 *1.0 f TO ! I i 1 I ! ! *:L . 0 DSB I .50 w ! .50 1 TO I DSB I .50 I *1.0 I w I f .50 i I TO ! Page: 13 ANIMAL WASTE UTILIZATION PLAN I 471 1 --1G I I NOA I I DSB I ! .50 1 *1.0 471 --1G I NOA W 1 .50 1 *1.0 471 1 --2A NOA 1 TO 1 471 --2A 1 NOA 1 DSB 1 .50 1 *1.0 471 1 -2A 1 NCA � 1 W ! .50 - 1 �*1.0 I 471 1 -2B I ! NOA I ! TO I I 471 -2B I 1 NOA I 1 DSB i .50 + *1.0 f 471 -2B I 1 NOA I 1 W ! 1 .50 I 1 *1.0 471 -2C NOA TO 1 I 471 1 --2C I 1 NOA I f DSB I 1 .50 ! 1 *1.0 471 1 -2C 1 NOA 1 W 1 .50 1 *1.0 I 471 -2D I 1 NOA ! 1 TO ! 1 Page: 14 ANIMAL WASTE UTILIZATION PLAN 471 --2D NOA DSB .50 *1.0 471 i -2D i I NOA I W i .50 I *1,0 471 i- 2 E i NOA i TO I i ! I I I I 471 --2E NOA i DSB i .50 i *1.0 471 i i --2E I i NOA i W i .50 i *1..0 471 i -3A i NOA i T❑ 471 + -3A i NOA DSB i .50 i *1.0 471 i --3A i NOA i W i .50 *1.0 471 i -39 NOA i TO i 471 1 i --3B I i NOA 1 I DSB i .50 i *1.0 471 i i -3B I i NOA I i W I i .50 i *1.0 471 i -3C ! i NOA I i TO I 1 471 i -3C NOA i DSB 50 I *1.0 Page: 15 ANIMAL WASTE UTILIZATION PLAN 1 471 1 -3C 1 NOA 471. -3D NOA 471 -3D I NOA 471 -3D NOA I 1 W I TO DSB I W I .50 I *1.0 i 50 I *1.0 50 * 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 days of temporary storage and the temporary storage must be removed on the average of once every months. In no instance should the volume'of the waste be stored in your structure be within the 25 year 24 hour storm storage ❑r 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 ❑perated 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. Page: 16 ANIMAL WASTE UTILIZATION PLAN NARRATIVE OF OPERATION THIS PLAN IS WRITTEN BASED ON A TWO YEAR CROPPING ROTATION, USING EFFECTIVELY IRRIGATED ACRES, AND IS LISTED BY THE HYDRANT PULLS. TOBACCO MAY.•BE-PLANTED ON APPROXIMATELY 12.0 ACRES PER YEAR. THE TOBACCO MAY BE-ROTATED,ON"ALL FIELDS AS NEEDED TO BEST SUIT FARMING OPERATIONS AND CONTROL DISEASE. **IN,TAHLE.,jlgNE'THE CROP CODE i,W(WHEAT) IS USED TO REPRESENT ANY SMALL GRAIN(WHEAT ■ OATS, RYE. or BARLEY) CROP PLANTED. - _,e 12. A(,,r=r ;A 144 s-f- �'Af-- / i,, & vred 7a (;Y'Olv lq'%7 CST Oej rvd , - �:' Arl cirp? /, � j+d 1-4 Task 0Ae L P%-%+id P- Kvi Br - via For PInl ' 3A/ol Gam% �0) 3' Page: 17 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 awns or has an agreement for use of adequate land oii which `to"p'roperly apply the waste. If the producer does not'own adequate.land to properly dispose of waste, he/she shall provide -`a idopy•;aft�,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 nitrggen 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. 5. 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: 18 WASTE UTILIZATION PLAN RE4CFIRED 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 complyrwith�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: 19 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. . e .E di �7[�Fsi1 t . .I .� • � 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: 20 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm.BILL COSTIN 1-4 ',�'" �Dwner/Manager Agreement '(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 stowage 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: WILLIAM COSTIN JR. (please prim) Signature; -Date; -� Name of Manager(If different from owner): Signature: Date: Name of Person Preparing Plan: (please prinr)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 277 KENANSVILLE NC 28349 Signature: Date: 26)1199� Page: 21 SW[NE FARM WASTE MANAGEMENT ODOR CONTROL_CHECKLIST Source y Causa BMP's to Minimize Odor Site Specific Practices Farmstead Swine production �getativa or wooded huffors; iXRocommanded best management p ctices; [ Good judgment and common sense Animal body surfaces pirty manure -covered animals Uery floors Floor surfaces Wet manure -covered floors I tted floors; ( aterers located over slotted floors; { j Feeders at high and of solid floors; • Vlcrape manure buildup from floors; (J'Und rfloor ventilation for drying Manure collection pits Urine (,yFraquent manure removal py tlusn,pit re arga,ar scrape Parital micorbial decomposition [ nderllopr ventilation 1-1 Ventilation exhaust fans Volatile gases; [ maintenance; Dust lficient air movement Indoor surface`s Dust ( ashdown betwoen groups of animals [ 1 Feed additives; [ J Feeder covers; { } Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon [ } Flush tank covers liquid whiles tanks are filling �•J Extend fill lines to near bottom of tanks with anti -siphon vents Flush allays Agitation during wastewater { ndarfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon I 1 Extend rechard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank filling f 1 Sump tank covers and drawdown Outside drain collection Agitation during wastewater { 1 Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater { 1 Extend discharge poirit of pipes un arneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( raper lagoon liquid capacity Biological mixing { rrect lagoon startup procedures . Agitation imum surface area -to -volume ratio Z( Minimum agitation when pumping i 1 Mechanical aeration (I Proven biological additives Irrigation sprinkler nozzles High pressure agitation ( rigate on dry days with little or no wind Wind draft [.�lglium recommended operation pressure (4ump intake near lagoon liquid surfaca ( ) Pump from second -stage lagoon AMOC--November 11, 1996 Storage tank or basin Partial microbial decomposition ; I Bottom or midlevel loading surface r Mixing while filling ; y Tank covers Agitation when emptying [) Basin surface mats of solids [ J Proven biological additives or oxidants Settling basin surface Partial micobial decomposition i } Extend drainpipe Outlets underneath liquid Mixing while filling level Agitation when emptying { y Rert)ove settled solids regularly Manure, slurry or sludge Agitation when spreading wvf� '' injection of slurrylsiudges spreader outlets Volatile gas emissions a0) residual manure from spreader after use { J Proven biological additives or oxidants Uncovered rni riure, slurry Volatile gas emissions while drying [ } it injection of slurrylsludgas or sludge on field surfaces i� incorporation within 48 hours (lprea d in thin uniform layers for rapid drying f J P(94on biological additives or oxidants Dead animals Carcass decomposition ViProper disposition of carcasses Dead animal disposal Carcass decomposition [ I Complete covering of carcasses in burial pits pits { y Proper locationlconstruction of disposal pits Incinerators Incomplete combustion ; )'Secondary stack burners Standing water around Improper drainage [,y4rade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained access roads ' Farm access road maintenance roads from farm access Additional lnformation; Swine Manure Management; 0200 Rule1BMP Packet Swine Production Farm Potential Odor Soukces and Remedies, EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge -•Lagoon Treatment; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Fiuse—Lagoon Treatment; EBAE 129.88 Lagoon ❑edig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 Calibration of Manure and Wastewater Application Equipment; EBAE Fact sheet Controlling Odors from Swine Buildings; PIH-33 Environmental Assuranc Program: NPPC Manual Options for Managing Odor, a report from the Swine Odor Task Force Nuisance Concerns in Animal enure Management: Odors and Flies: PROi 07, 1995 Conference Proceedings Available From: NCSU-County Extension Center NCLU-BAE NCSU-BAE NCSU•BAE NCSU-BAE NCSU-BAE NCSU-Swine Extension NC Park Produces Assoc NCSU Agri Communications Florida Cooperative Extension The issues Checked- pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Landowner Signature) AMOC•-November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's t❑ Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids (4-fiusf) system is designed and operated sufficiently to remove accumulated from flutters as designed. solids (. -move bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids F54aintain lagoons, settling basins and pits where post breeding is apparent to minimize the crusting of solids to a depth of no more than 6.8 inches over more than 30% of surface. Excessive Vegetative ❑ecaying vegetation f aintain vegetative control along cranks ❑f Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter < along water's edge on impoupdment's perimeter. (Ory Systems/ Feeders Feed Spillage f 1 Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. I I Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter}. Feed Storage Accumulations ❑f feed residues i 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 AMIC--November 11, 1996 Accumulations of animal wastes I 1 Eliminate law area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbaisce by animals is minimal. f I Maintain fence rows and filter strips around animal holding areas to minimize acctimulatic'ns of wastes (i.e. inspect for and remove or break up accumulated solids as neededl, 11 Cary Manure (dandling Accurnul;itions of animal wastes [ ] Remove spillape on a routine basis (e.g. 7.10 day Systems interval during surnmer; 15.30 days interval during winter) whore manure is loaded for land application or disposal. [ 1 Provide for adequate drainage around manure stockpiles. (} Inspect for and remove or brook up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked ( pertain to this operation. The landownerlintegrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. ( andow er Sig re) (Farm Name) 3� ~ 438- (Facility Number) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7$13, AMIC--November 11, 1996 syst.ell) Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. YOU should _be aware that operating the system differently than assumed in the design will ` alter"'the'application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. liar the above reason, you sh oul& cal i brate your equipment on a regular basis to ensure` proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be. used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. "Reprinted for Certification Training for Operations ofAnitna! Waste Management Systems Manua! MORTALITY MANAGEMENT METHODS (check which method(s) are being implemented) { ) Burial three feet beneath the surface of the ground within 24 hours after knowledge ❑f the death. The burial be at least 300 feet from ariy flowing steam or public body ❑f water. { Rendering at a rendering plant licensed under G. S. 106-168.7 ( ) Complete incineration { ) 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 mainrain the lagoon close to the minimum liquid Ievel as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to ptnalty action, ` The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of I0-10-10, 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 tile' 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 fiIIing 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: I. ' 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. Howtver, 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 Iagoon 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 Iagoon and other waste treatment or storage structures. The only water that should be coming from your Iagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: I . adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall arnount (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 Stai-tup: 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 w4ste loading tregins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural, lime at the rate of 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 far 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. Practice water conservation ---minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Management: Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum Iiquid ]ever (Figure 2-I). 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 finer 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 rrietal 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. Iterns which may lead to lagoon failures include: Modification of the lagoon structure ---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels ---high levels are a safety risk. Failure to inspect and maintain the dam. Excess surface water flowing into the lagoon. Liner integrity ---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910)395-3900 EMERGENCY MANAGEMNET SERVICES (EMS) (910)296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)296-2121 COOPERATIVE EXTERSION SERVICE (CES) (91 ❑)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 leaiie'you property to consider that you have a problem. You should make every offort 'to' ensure that this does not happen. This plan should be posted in an accessible "location for all employees at th'e'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 sere 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 inciude: 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. r 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, b. Phone: a,n- IaA ► 11In 7. Implement procedures as advised by DWC 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 SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN ------------------------------ r This lagoon is designed for waste treatment (permanent storage), and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: M waste from animals and (2) excess rainfall after evaporation. Also ,included Is,stora4e"for the•25 year - 24 hour storm for the location. '.The' volume 6f' waste' generated from a given number of animals will be 'fairly constant throughout the year and from year to year, but excess rainfall {will.+ vary',from Year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must -always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping,,a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. 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 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. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be Followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 48.0 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 46.0 . This temporary storage, less 25 yr- 24 hr storm, contains 86782 cubic feet or 649128 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 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 Keep'a minimum of 25 feet of grass Vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right -of --ways. 9. 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. SHEET 1 OF 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- FOUNDATION PREPARATION: ----------------------- The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the';dike arid_ Pad areas.: After stripping, the foundation area of the lagoon embankment and'building pad shall be thoroughly loosened prior to'Placing`the first lift.of fill material to get a good bond. EXCAVATION'AND EARTHFILL PLACEMENT: The completed excavation and earthfill shall conform to the lanes, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over G inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervious materials from the required excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over 15 feet in height and with an impoundment capacity of 10 acre-feet�or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. ---------------------------------------------------------- NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas of unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with a SCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 90.percent of the maximum ASTM D698 Dry Unit Weight :of the'•liner material. -When smooth or hard, the previous lift shall,be scarified and moistened as needed before placement of the next lift. The single most important factor affecting the overall compacted perme- ability of a clay liner, other than the type of clay used for the liner, is the efficient construction processing of the compacted liner. The sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whole placement and compaction process. For most clay soils, a tamping or sheepsfoot roller is the preferable type of compaction equipment. The soil liner shall be protected from t7he discharge of waste outlet pipes. This can be done y using some type of energy dissipator(rocks) or using flexible outlets on waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: -------------- A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. VEGETATION: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS ------------------------------- When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The the trench shall be backfilled and compacted with good material such as SC, CL, or CH. SEEDING SPECIFICATIONS ---------------------- AREA TO BE SEEDED: 1.5 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: qCP.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30 FEBRUARY 1 TO MARCH 30 �q f.0 LBS.•'RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) tt0. O LBS..',I !.PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE'FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 0.0 LBS. RYE GRASS AT 40 LBS./.ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 150.0 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. Orientation: -45.0 52.0 S0.0 48.0 46.0 44.0 42.0 40. 0 38.0 Lnwer Left Z Magnification: 12.4 3D Mesh Surface Existing Project: BILL COSTIN Drawing: 2 860'S Number: Location: aid Data: Engineer: Owner: Estimator: Prepared bU: using Sitework Inclination: 20.0 30 Mesh Surface i !0 00 inter Plot of the sloping lines for the surface: Existing Project: ' BILL COSTIN Drawing: 2 860'S Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bg: using Sitework cat4r-iNr--VAtNT 0LD4, F EKs� h r-I DO tt �.75 I `�y i� 1G�14L C�pSS 5�c-rho 1 Isvj o p _P, aNP= LAG-oDU ip rT BOTTOM or- 6 u vk a sLIZ,V 4- 9 . L�Z �Nvi�>Rr Dr- 0vrL---`r bf �6 7oT AL bt--51&N4 sSTTLi To 1p L-9.7% e L U, B•` �4PE II 1 IN VE Wt D f D w Il : J— Eir . 5a'@ % p = Z5 `CE1AYvVl�NT , LTAGav N } L o f] EpT{f Qn770�1► Eli -37, 7(� �LQ T'�-- la�,12�'T u 6: w r Lu � �C ��64VAT C A,-1 IFS 4ra p-2�' 3 LL t7 nrr p 7 p w+rr-� r s A f: v C--(2 r' I r .1 1.1 1 1 a rA a v 0 1 u m 0 o s e a c c in {cu. E.-.- Y c- I v! rr: i f I C: ri zwt 'I C.- o 'r o v "Lp C... r 't W eX F I 1:m .:2 D T L3 tj r1i E Q S t 2 5 M i I r, F. tn i. i r., 'j I mi a r 5 t ti 1 ::1 L. u ni e 'FA t c., i rfi p i ii i e I & v zi c. 1 0 -'19 6 c - u 3 'a T - 'Q p u In p 'I Q C Q lj [,I E, EL r, 'L ffj �j I'l Q I CA 9 E, E, 4 J c I v G Ir..l al I c- s s ir1 3 J 0 8:7 c,_t -1 (D" E . V e fL y t h a t t e in 'F, 0 Ea C- i a d E4 UEXt Re v o I 1-tine to be p in p I, - - --- > 8 8 27 G c u PCt I V C, I U W e t C, b e P U Ill Ee Cl : ) 0 C. 1-k IMPORTANT INFORMATION ABOUT LAGOON CONSTRUCTION =Listed below is a brief summary of volumes and other data: (See contents of Plan for more information) DESIGN REQUMMENTS EXCAVATION FILL (pad & dike) TOP SOIL (minimum 3" thick) CLAY LINER (represents a complete liner if required) 1 3, t 55 cubic yards 5, 92-7 cubic yards 9 S Z 7 cubic yards 25Cv cubic yards 3 2-3 7 cubic yards Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam. Clay content, thickness and compaction of liners (if required) are very important. If the certifying technical specialist is unable to approve the liner with normal field techniques, an independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for additional information). If independent engineering analysis is required, this expense will be the responsibility of the owner/grower. Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded according to specifications before the system can be certified and stocked with animals. (Consult with your SCS Conservationist regarding mulching). Operator:BILL COSTIN County: DUPLIN Date: 07/11/94 Distance to nearest residence (other than owner): 750.0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 1760 head, .(finishing only) x 135 lbs. = 237600 lbs �0';sow6'+'•(farraw to wean) x 433 lbs. -- 0 lbs D 'head •'(wean- to feeder) x 30 lbs. _ ❑ lbs ,,Describe other ❑ Total Average Live Weig t = 237600 lbs 2. MINTMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 237600 lbs. ALW x Treatment Vol.ume(CF)/lb. ALW Txeatment,Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 237600 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 1J07- -)WCe-uDCD 47- 0441NC25 Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) ------------------- --- 290.0 Inside top width (feet) ------------------------- 170.0 Top of dike elevation (feet)----------------- 49.8 Bottom of lagoon elevation (feet)------------- 37.8 Freeboard (feet) ----------------------------- 1.0 Side slopes (inside lagoon)------------------ 3.0 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 284.0 164.0 11.0 AREA OF TOP LENGTH * WIDTH = 284.0 164.0 AREA OF BOTTOM LENGTH * WIDTH = 218.'0 98.0 46576 (AREA OF TOP) 21364 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 251.0 131.0 131524 (AREA OF MIDSECTION * 4) CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMfj * DEPTH/6 46576.0 131524.0 21364.0 1.E Total Designed Volume Available = 365684 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 290.0 170.0 49300.0 square feet �Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 49300.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 434016 gals. or 58023.5 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 = 28758.3 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume z�- 30812.5 cubic feet 'TOTAL REQUIRED TEMPORARY STORAGE 5A. 58024 cubic feet ' 5B. s 0 cubic feet 5C. 28758 cubic feet 5D. 30813 cubic feet 6. SUMMARY 7. TOTAL 117594 cubic feet Temporary storage period====================> 180 days Rainfall in excess of evaporation===========> 1.0 inches 25 year -- 24 hour rainfall==================> 7.5 inches Freeboard===================================> 1.0 feet Side 3.0 . 1 Inside top length===========================> 290.0 feet Inside top width=====____170.0 feet Top of dike elevation=======================> 49.8 feet Bottom of lagoon elevation==================> 37.8 feet Total required volume=======================> 355194 cu. ft. Actual design volume========================> 365684 cu. ft. Seasonal high watertable elevation (SHWT)===> 46.0 feet Stop pumping 46.0 feet Must be > or. = to the SHWT elev.==========> 46.0 feet Must be a or = to min. req. treatment el.=> 43.8 feet Required minimum treatment volume===========> 237600 cu. ft. Volume at stop pumping elevation============> 245545 cu. ft. Start pumping 48.0 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 334872 cu. ft. Volume at start pumping elevation===========> 332842 cu. ft. Required volume to be pumped===============> 86782 cu. ft. Actual volume planned to be pumped==========> 87297 cu. ft. Min. thickness of soil liner when required==> 1.8 feet DESIGNED BY: APPROVED BY: Ste^ DATE: 7111199- DATE: NOTE: SEE 'ATTACHED WASTE UTILIZATION PLAN COMMENTS: BEFORE BEGINNING EXCAVATION LANDOWNER IS ADVISED TO CONTACT ULOCO TO ASSURE THAT IJNIJf:RGROUN❑ UTILITIES ARE NOT DESTROYED I-800-632-4949 SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL VOLUMES ARE CORRECT * * 5D. Volume of 25 year -- 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 33990.4 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 58024 cubic feet �• 5B. 0 cubic feet ,.• 5C. 31724 cubic feet 5D. 33990 cubic feet TOTAL 123738 cubic feet Temporary storage period=====--=========-===> 180 days Rainfall in excess of evaporation===========> 7.0 inches 25 year -- 24 hour rainfall==================> 7.5 inches Freeboard===================================> 1.0 feet Side 3.0 . 1 Inside tap length=======-=-========-========> 300.8 feet Inside top width============================> 180.8 feet Top of dike elevation=======================> 49.8 feet Bottom of lagoon elevation==================> 36.0 feet Total required volume=======================> 361338 cu. ft. Actual design volume========================> 453089 cu. ft. Seasonal high watertable elevation (SHWT)===> 46.0 feet Stop pumping, eleu. =================--_W====> 46.0 feet Must be > or = to the SHWT elev.==========> 46.0 feet Must be > or = to min. req. treatment el.=> 42.0 feet Required minimum treatment volume===========> 237600 cu. ft. Volume at stop pumping elevation============> 319584 cu. ft. Start pumping 48.0 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25-yr.- 24 hr. rainfall==> 419099 cu. ft. Volume at start pumping elevation===========> 416713 cu. ft. Required volume to be pumped================> 89748 cu. ft. Actual, volume planned to be pumped==========> 97129 cu. ft. Min. thickness of soil liner when required==> 2.0 feet 7. DESIGNED ' BY : DATE: APPROVED BY: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ' COMMENTS: 4 * * f 737nS Z7 UNITED STATES SOIL DEPARTMENT OF CONSERVATION AGRICULTURE SERVICE ------------------------------------------------------------ WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION ------------------------ TELEPHONE-"g-- - q 3 -- 7 �' LOCATXOH °� � SIZE OPERATION-a$qvP'-i LOCATION DATA DISTANCE FROM NEAREST RESID NCE NOT OWNED QY PRODUCER-3"-FT. Sc,1 ed IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES------- NO If yes, SCS cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "SLUE LINE" PERENNIAL STREAM? YES---___ NO ---- If no, site mtist be relocated. 'f l4 IS SITE WITHIN 1 MILE ZONING -JURISDICTION OF A MUNICIPALITY? YES------ NO ---- if yes, Landowner should consult with local zoning board about required permits. Permits must be obtained prior to design approval. Are utilities in construction area? YES------ If yes, see Part 503 of the National. Engineering Manual and Follow policy. (Copies of maps or other reference materials may be attached to site evaluation.) Page 1 it. See cAaCA"a w �+ a�ars a WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES------ NO - If yes, producer must complete a Form AD--1.026. WILL ACTION RESULT IN SWAMPBUSTING? YES ---- IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTEREDrUNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US-ARMYI,al.,CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL ! y...• ..�.. . MANAGEMENT.4: '•'' . (A copy of AD-1026 and CPA--026 should be attached to site 'evaluation.) OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES---- No ---- IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL -PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES---- NO --\,I IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE,/ PLANNED AREA? YES---- NO ---- rU,A, ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP03TANT &,A, FARMLANDS IN THE OPERATING UNIT? YES----- NO ---- WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-'z__ If yes to any oi` these questijons, refer to form NC-CPA-16 for policy sources. The form does not need to be completed. ODOR CONTROL HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.Z........ ........PREDOMINANT WIND DIRECTION? YES-- NO----- ......... POSSIBLE. EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS TO 3 CU. FT. /LB. OF ANIMAL? YES----- NO----- ........PRECHARGING LAGOON, WITH FRESH WATER TO AT LEAST 1/2 OF THE CAPACITY? YES---`-- No---- ........ USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES---- NO----- Page 2 z NO ---- ' 6• KsY 'SOIL INVESTIGATION --- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED j IS SOIL SUITABLE FOR LAGOON? YES------- NO------ IS A CLAY LINER REQUIRED? YES---- No------ IFYES, IS CLAY AVAILABLE ❑NSITE? YES------ NO------ QUESTIONABLE----- IS A CORE TRENCH REQUIRED? YES------- NO---- (Attach soil investigation sheet to site evaluation.) SITE APPROVED YES----- NO------ CONDITIONAL--- --- 1L ----- ------- _____________________ THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY REQUIRE .THAT SITE EVAL TION BE- INVALIDATED. -dQ SIGNATURE- DATE il 0 diji G Page 3 750 TeRA 5p74 cam• ce { �y produ cet-. ��e :s c �ase ties5 ,SLS r ��a Q..c r c, t UV, E vy r�4_ Ck S `Jwrm. { V "c. '�'I.� I R S ctR p p p� a ►`r u n i5 �� .1 F-e t o C4'C pL t- w6 NI o t U o -F r` . 44,a-. 01.,g a, r` ,4, o`F Ld— �"ln,i 5 (f-.l � � � l I ti"� (� r o �-i�c.w J � tl�• L"�•� �� G �p r�-C � s:.� � y��u-I w�.z,�-mac. �]L-A_•- 1YL,O- 1 I0cLLl—d UYl I L t L �i�Lu.t 1f fann�ti[GA, G( uL.,';+Q is r-es�4f\S I:,, ULI , r 10 ^ 1 n e., (1 ,� 4"Ll • June 1, 1994 Duplin Soil and Water Conservation Service Kenansville, N, CO Dear Sirs; -will! m•Cvstin Jr. requested that I inspect the location .• hog topping aperata.on. He plans to ex- pand -this operation by building additional houses near this operation. The present farm is located off Black -- more road, approximately two miles IM of Warsaw, N. C. I certify that I have inspected the location of the present operation and it is outside the jurisdiction of the town of Warsaw, North Carolina. Sincere Alfred HerrIg9 garsaw Town Administrator SCS-ENG-538 U, S. DEPARTMENT OF AGRICULTURE y Re,. 5.70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NANIF. rs'9��G•,r,r• �f ,?• DISTRICT 'Y . !0 . e '' 4 DATE COUNTY S. C. S. 13110TO SHEET NO. WORK UNIT • r/: } � sN�► r �' . CROPLAND -ACRES WOODLAND -ACRES■ ■• ■ ■PROPOSED*POND SHOWINGRINGS WERE MADE (Ap. prox. i ill -feet) La<afe referenee point.,vry center line of dam and Identify on sketch. ■ NONE ®■N■■■r■■NI■o■E■■E■ ■ ■ ■■■ ■■■■■r_��EI■r.�Anil ■ E■■ ■N■ ■■■■ loon MININNI No ■■ MEN E■■■■ ■Nr�Nil No N■:■N■■■■■■■1■ ■1111EI■1�1■ no N■■■ MEN�■■■�■ N■■H no NONE ■■■■■■1E ■1■E�l�1N ■■■■ ■■■■■r■■■■■f■1111■ NIMBI 1■MEN ■ E■!■ ■■■ Else■ EIN - Is ME ■■N■■■■ ■1■■■I■NI■■1■■■■■■ ■■■'v'�■■NINE ■■■■` :J■■:■�■■■■E■ Nl ■ ■ ■ N■■ ■■t■i®■■��■■ ■O■ ■■ ■ ■ ■ ■ ■ ■ ■■■■ ■■ONE■■E ■■■ ■■ ■ ■■®■ ■ ■■■■■■■■■r■■■■■■■■■■s■■■ems ■ BORING NUMBER AND PROF= Make and 16 darn -jilt and spillwou bunirtil li then panded area and borrow P11 borMos - separall with &.rntcal 1,41411nal '�®.®I�"1{®i®:■i®!■ NI®iNI®�■fEI■I■I■[■[r�®[!�f «■ � � �■ [■I■ I■;E � ■ i�r1Nl■E■ f ■ I■ I■1 I ■ [■iEl ■I ■I cif � �l��Ef■!■f■i■i■I ■!■i■I■I■I■1�1�1■1■[■!■1■I■I■ 'GI��I■1 3{■ ■!■INS ■!■I■I■!■I■I■MERNINNIrl■ ®i■l�1■■I■!■1■�!■I■I■!■f■I■INi■I■'EI■I■I■1■ ��®� ill■f■� �■� iNl■� �r'�N�■I■I■i■I■i■I■�■ BORINGS SCS-ENG-538 Orv. 5-70 U. S. DEPARTMENT OF AGRICULTURE 501L CONSERVATION SCRVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SIZE FARMER'S NAME` ' i Wt DISTRICT DATE COUNTY- S. C. S. PHOTO SHEET NO. WORK UNIT WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES I FOND CLASS WORK UNIT CONSERVACIONIST SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approx. acAle 1"w feet) Locale reference po,'nt in crnler fine of darn and Identify on sketch. ONE r■r■r ■�r■■■rr�����■r ■r�riA■ 0 m■�r�rrr�rrr EnosrrrSENNEEr©�ii�1■■ ■r0 ■■MMI■r■■■r■�■■ ■r��■■�:■ ■■rr rr�rr■r■rr■r�■r tree■ ■■■MIMMISIM ram, 00 ■r■rrMINr■INES Elm No ■ OME■r��t ■■r�r■�rr rrrr�r■rrr■�r ■r■ ■�■■r�r■rr■s ■■ ■r■■■r�r■r�i■ MENOMONIE■■ r■M■■�■rrrrr as ONE rrrMENNEN! UNION NOMOMMENNEMENNINNIENNION r 100222:rmrm:: m MEN`�r� NONE Mrirr■MIr N0Z �■fir �■ 00000 10010■rrmgm-mm BORING NUM13ER AND PROFILE No* e and' Us$ da m -s lit a r%d splif";f bo rin as fln; e - th en panded a rea a nd bo rrow pu be dnos - sepa rate with wracal red fine. [�lI®fQIQI©?�IAiQal��t��lml�'11®'mImlQ��ml : fml��� Nril 01.�IN lain imimI■'rl10l101101 OWN ®®®lml ;ml Slm 31110101mimul �1�f rfMEl�lrlr L'�i�iQTi 3lsirl� it■rlrl� IMSEW�Irl��rlrlr C�II�il�lrlrl� Ai l�1� Eff mill 1010001Iririr ®�lrl���r! i�l�l�'r1 • ■1■l JO r �� �!■I 1111111111m j ®!ml�lrl�l�Q1i■�l�1�1®1D'�i�1�11�1■lrftirlltlt 1l�ri ICI■1 i®�l�I�l■1®I���I�i�f■iri■i�l�I■I� II- 1 � l ]I 30- _ 1 BORINGS MADE nY e�C "`S�- SIGNATURE & TlTLE a a z 0. E3U z i W w W W a. 0 N. oc b • f 11 � �` i I f i �;.: 7-77 -- --- ....___ ._1f :_.�' _�a�1� �� ��__�U.� _fir-H�i' c n __. • --- • - - ------ - • - - • — �— � - ��7}_�_ : � , �:.��> sue_; �' , • _ i _ �..u.l_� r� �f-_7�._�1_ �7��__6e��1 eA r' j I E -2- \ � j77-7 | . , ` --_ . ' . / ' . ' . ''------- . � ---- --- ' . . 11�7 I , --- -77� ! ' ' ' """2.1."", 0�`°,. "'' i �i . i I ..'.. •• �c� l rT 11.... • .i. i f ��� I i I 12 ...� Imo. . ""'""j - -• --- - I -- • •----- - _1.----`.---' i .SO) L. coNSGRvATION .SEWICE •• � •8i CONSERVATION PLAN MAP Owner William J. Costin, Jr. 0�erator County Duplin State No th Caro S.na Date �- Approximate acres Approximate scale 1"=660' �= Cooperating with Du.plin soil & water T ,Conservation District - " NCACs� PIan identification Photo number A Assisted by Angie B. Quinn USDA Soil Conservation Service - -e r• •- >_,'��.+•*'r'j'r Y }_� r r•� ijF! �"�' 7 All IC' I r j�- ,. I - ,• •`_.�+��'r�=I 4:I'�r:4: 'tT s'���c�' .y�;yr- ` , �� �"k h �J A P� • V �.� �.'.. '� :r�'+�y r � •'i P,, -76ti q f.; emu: •:r. \ +l-u • r'' :`+1 --� � � t ." r r� :' � R, i rrs 1C 4.7 �'.. �' 1yYi' Lf e. '{ � .�`�'� '\� Krill. J �• x 1 �i'� .1.. � �j�+1' U ��Y�.v1 '•i'i..�r �� �•i S. ��f�C.'{_�� ���`�•� '•�, .Jf{�t lk. •?;r• 1 _�•��,�{�•'..1!:,Ki-:ti ` ;fir ` , - o �. g �- � • ,r p��. U.': ' •' �j. r• � 1 '+=k ' �.. a �. q'� � �:,� �-' �-{' �s;r-•max vb m� w..q`10 �l i.: ZLti y • ,a,? { • [l {] �, L M I' �i`t V i11••e'.`i'r•'^ :4x JN 69 k� n; 1 FA.�x I.1 ��5, , 5 . 1 � !+ ..iuy;•�:=.•.:�: i rT v , ~a ��i r' 1 �i.�' :'i.. r is r�—`-'•-^t- i��+t �!_�C='`7�+�•` WL • S is �i;T �; :'y s 1r 0 b�■ - '� �! `6 '■ _ � '' 14 �.5 t. ' � ; !n -.x r�.r�1-•f�,t �-a' 4 y;,.i-fir �, h �i�:"lrr l-�,,�Ji +,�„i::1.. C.- ~j b.4 ■� �� � .� ,�`�i� 'S� .x _ � 'fly•=� k``y{�wf�,'.�ri �� �.� .:'::•'i':. l. —� I +�"• c1�F �l �r� fit` �'��,'� "' 7''•...� �` '•� �V..,�E't +- )) I clr � �1 A�1ii1 y-.'i.�r: /.;.'rl•fifY'.\Y .. � ii�,'~� 1� � 'I'1 1_4 ':!j„�; i ; r i -,_ f.�-. �^Sr i � n f I �' Y' it W N: ' .��` i� , • t � �: `r" �- - •J - 1. 1'"�•, ;•i -� �'k" :�sralr...�C..•;fSl�.1.f; •aA r,r•.'�• -Y r �.. r�_,��,iiy �'�. �' I ri yy� -'+j• j.f 1�n� s~".,;:,rK;�"�t,rrY.':.•..,t '^- �� �; �'-_ �11., i+ sl ` ; �rY::J`��e c I r..' iG. �C^'� .l F � i+. "�. Lu �;�n ,i 4��,Ye y f � ■ .�. - � ;. .. � �� r._ "- :+t„• i tin. J .:�F IS' .� :a�; r; 4::`�I:. ^y.q.. '1 I 6i"" s .'ir 1�c.`s :.� ... I /'ry, rth _? is srw::t`n rr ,. }�,1 r.{Cj �i��er-iY��iy; S 1 L-i' ;t},r! ':.• j l .7�4 'X_ -;4 •{�{' } yHK '!.[7ti�'` •"!•:iE ;� �C[7��3�` �`'iC' "�r'F• r`..'.L'•- ±1' - r�-� �'�,F`-•': �'• s.{ 1 may ....,...�]' 1) I� :� '� �r' I:' a � + �L��', _.;7V: tl!-.,rl�f: 1 � + r . �fs-rjf':.«�!�Y� Y-��_�+:.. ~ �"7 •7- .-� � - � LO 12 �. IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: � ■�. r�.� � L"� S T: ry Address: 3I:��+&r�i �saT•� . Telephone: _ 7 1?_3 -- a F 3 13 TABLE 1 - Field Specifications' County: +.rl r Field N�uLmberz Approximate Maximum Useable Size of Fields {acres) Snit Type Slope %f Cropts) Maximum Appiicatlon Rate llnrhrj Maxlmum Application par Irrigation cycle llnchesy Comments f= A6.3 f AlO I 0' `L• I C2 I •3 I a3 I ! I I I I I • -• � I I I ! 1 l-• -- �_.. I � i I 'Table to be -completed in its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer. 'See attached map provided by.thejSWCO,Fiefd Office for field location(s). 'Total field acreage minus required;bufter areas. 'Refcr to N. C. inigatfon duide, Field Office Technical Guide, Section It G.:Annual application must not exceed the agronomic rates for the soil and crop used- Irrigation Parameters USDA-NRCS October 1995 • • page4 North Carollna TABLE 2 - Traveling irrigation Gun Settings r7- Make, Model and Type of Equipment: Fletd Nor and Hydrant No, Travel Speed (nlmin) Application Rat! (lydhr) TRAVEL LANE Effecuvo Effective Width (n) Length (ft) Watlad ❑larnater {Seat) Naalo Warnatar (Inchas) t=UUIPMENT SETTINGS Operating operating Pressure Pressure Gun (psi) Reel (psi) Arc Pattern3 Comments I -I I l t l I v y !220 j rl V 074 1 13 1, L5 I •3 ao -)qv ti D I I $ 8v I �70 ,gq I Illso 7:G - 3.3 F ` �74 6 2oJ 3•G 'See attached map provided ley-the'SMD Field office for field location(s). 'Show separate entries for each hydrant location in each field. j 'Use the following abbreviations for various'asc patterns: F (full circle)" Ta (three quarters), TT (two thirds). H (half circle), T (one third). Q (one quarter). May also use degree of arc lndegrees:;,' . Irrigation Parameters : • USDA•NHCS October 1995 - page-2 North Carolina F TABLE 2 - Traveling Irrigation Gun_ Settings S Sr 5`r - r- E • 7 L' fl - ,, Make, Model and Type of Equipment: Flaid Nor and Hydrant No; Travel Spend [fVmin Application Rate (lrrlhr TRAVEL LANE Effactivo Effective Width (ft) Length (ftj Wottod diameter {feet] Rauln Diameter {lnthas] EQUIPMENT SETTINGS Operating operating Pressure Pressure Gun (psi) Furl (psi) Arc F'attesn� Comments , g a I Yz xgWe = 3.1 S71, 70 JS i 60 a- C S ;Z-7 D El 2- 7 1 U tteb s I J 12 [e I Q $ 7— F 1 t} r " I z G I I 1 �� I i �s� IIBe, , ZZ- 34 1 f, vt I S I I 5a 1 _F4- -1,8 l 1, �� ! �� I C i• 1A I III E o g 1 74 I 77G I a o �r 0 l •'5 q� $ I G� I 1i 113v -7 = LL 3 []I $j 3� v + a v I •g I I I ��a I x �i4 = z.7 'See attached map provided by the•SWCD,Field ❑fGce for field location(s). 'Show separate entries for each hydrant lacatlon in each field "Use the following abbreviations forvadous an; patterns: F (full circle). TQ (three quarters), TT (two thirds), H (half circle). T (one third). ❑ (one quarter) - May also use degree of arc in degrees.:.; lrrfgatlon Parameters USDA -MRCS October 1995 -r. page-2 North Carolina r Zvi LL►j 7. 60sr►,�. wc�r-S4-1-Gi 4-1 e5, O--S 3 y� 71,. I 3�y� y , �;�) yG 3��►�L _ �i I►has x ly!_ - a '- f .... = �r-�S` Yr� al- Ivo.► � r � x�,iz 36zz y _ 57►53 = 3r q7 �} Z y•�72 � Il�� � � � r a5� � 1► 8�5`� cl 7y IOU D►�s� �y ►y� � � �� � ;J ,5 7.5 G, �� ors T T27 a AV 3 ]�v �yG� • y �J , yv .7 3tad r V.4 /-r' �. PowEnTECH 2.0 L rn 0', M -,i-S, s -op- vl-ll- 11. clll�, � r I': -A ij'fi, J'- Q A, T, J, F,, 6 1 F-,' �.�,,.P Lp�,(' -i, A p lfii.� h�eito n t, c ro ,U,ti P" I I %K. ;R; t. ISO 900Y I I I I POWER BERKELEY PUMPS TYPE "B" RATING CURVES ..B,ERKELEY, ENGINE DRIVE CURVE 4117 DATE 8-1-72 PAGE 1.01 SUPERSEDES Curve 4117 Page I.Dl Dated 1-3-72__ U.Imw C.I. VARIOUS JLPAIL C?Ci" PidL" H-1926 W6vK " H— 1928 M&wW C.I. PioLPhL L-3o76 UsciL MoiL L-3077 DIAL 13-1/2" FULL TD,&Lw*"h.owm aM 4-M W F. Me!! I , N 3" % 25 OW4. III Irm Amgsm- W-44 V, W M-""- SIR, kqwq OR " .4 W L44WOM I mom ME - SEA Mm"VAM il l 0 A —401 PAINS �Wft twp. kq .0R im"MONWIMMEM =ONE 0 50 loo 150 200 250 31O 350 L 400 450 500 550 600 650 7vu (50 bw t350. yJu CAPACITY M U.S. GALLONS PER MINLrM C-7045 eaawa. T-2605 su"ned■a c-7045 vaiw 5-11-71 O.I. 12-22-71 MODELB?--LJ Q B L - p C4100 ' motmial C. I FaiLm& H-1928 mom" H-1938 VARIOUS XPAIL T.C.&L. f Inipoiler: MaWrial C. I Ran. No.L-3004 m--PLN- L-3039 DIL 13-1/2" FuL.L. Ise iqvw so. FrophUw Al F. M" 550 MAXdMU" WORXIN2 PRESSURE 247 PSI M-2 ---- —HEAD. .. ..... . . .......... ...... .... .......... . ...... 7":X6 :Vk4l 500 .... .......... ........... . . . . . . . . . . 7 1 — . . . . . . . . . . . . . . . . . . 450 ..... ........... . ... 4W 23 3 2 SL 30 20, TOW j v N CAPACITY I . R U.S. GALLONS PER MINUTE C-7046 @*wo. T-2804 sup-61s. C-704 . 6 owd 9-3-71 10-27-71 M00ELB2T'JQBM 81211 TABLE 4 - Irrigation System Specifications Traveling Irrigation Gun Solid Set Irrigation Flow Rate of Sprinkler (gprn) Operating Pressure at Pump (psQ 13747 D"Ign Preclpltatlon Rate (Inlhr)' Huse Length (foal) I $0 A]L7cXXXX][ . Type of Speed Compensation, Pump Type [PTO, Engine. Electric] ! r Pump Fairer Requirement (hp) i 'TABLE 5 - Thrust Block Specifications' Deglgner nay. provide thrust block -details on separate sheet. LOCATION 'THRUST BLOCK AREA (sq. ft.) x� 90' Utud I _ a ET Dead End J r v Tee LT - cc USDA -MRCS Field OfeeTechnical Guide, Section IV, Practice Code 430-13n. - .. 3 .. -ti�Y�.s `:ice. �.r ^'� - ' n : • _ 1rrlgaticn ParamaLors . a�:.. T- USDA-NRCS North Carollne- T- USDA-NRCS North Carollne- IRRIGATION T1DN SYSTEM DESIGNER Name: Company: r �y�r , T .' r n.rl Address: of igg&a- ivy Phone: 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, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable-. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sixes. 4. Sources and/or calculations used for determining application rates. 5. Computations used toAetermine the size of thrust blocks and illustrations of all thrust block configurations required in the system. G. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance, N.C. Field Office Technical -guide, Section IV, Practice Code 430-DD. '"'feet=wide or wid NOTE:: A buffer striper must be maintained between the limits of the irrigation system and all perennial streams and surface waters_ per DEHNR-DEM Code Section ISA NCAC zS .0200 -Waste Not Discharged to Surface Waters. {' Irrigation Parameters '� s-` � USDA-WRCs oc361W 1995 Vpage-5 North Carolina e Narrative of Irrigation System Operation A Describe the operation of the system in the space provided below or on a similar sheet most convinient to the desi gner/stippi i c r. Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment. Irri Uon Parametors 6 'a, USDA-URCS, : ` North Carolina li�.`y;t;�`�cq�I;t,;;� ' .S P,EC f -FI C AT! O N S �.`,I�yyCCffll } ATi'i,�� ,,lr:rl�i f'.< �'�.iflg s• ' "VKUUUU I utaURIFTiON , Diamond IPS pressure -rated PVC pipe (2" through 12") Is made of compounds conforming to material requirements of ASTM 132241 in accordance with ASTM D1784. The pipe sizes (4" through 12") are made with an integral bell which utilizes a gasket for sealing In accordance with the requirements of ASTM F477. Integral sockets for solvent cementing meet the requirements set forth in ASTM D2672. Diamond IPS pressure -rated PVC pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM 02241. Each male end shall be beveled to facilitate joining and reference marked for assuring proper death of insertion. Diamond furnished lubricant is to be used in the joining process. Diamond IPS pressure -rated pipe is supplied in 20-foot lengths. KO PHYSICAL PROPERTIES PROPERTIES OF PVC 12454-9 (1120) Property ASTM Minimum Test Specific Gravity D 792 1.40 Tensile Strength, psi ❑ 638 7,000 Tensile Modulus, psi D 638 400,000 IZOD Impact Strength, D 256 .65 ft., lb.1in. CHEMICAL RESISTANCE ASTM TEST 93.00/o Sulfuric Acid, 0543 14 Days Flotation at 55 + or —29C Chapge in.Weight, 0Io —0.1 + 5.0 Change in Flex Strength, % —25.0 to + 5.0 ASTM Oil No. 3, 30 Day.' Immersion at 230 C Change in Weight, --1.0 to 1.0 I Minimum Curve Radii of Pipe 13 Diamond ASTM D-2241 IPS Pressure -Rated PVC Pipe Approximate Coupler Dimensions I . I i I M A O.D. C Size Gasket Race Socket Depth 2 3.166 4.500 21/2 3.719 6.000 3 4.434 6.000 4 5.603 5.000 6 8.252 6.250 8 10.420 6.500 10 12.762 7.500 12 14.952 7.500 D-2241 Pipe Dimensions Minimum Wall Thickness 0.1785 SOR•115 SOR-21 SOR•28 SOR•32-5 SOR•41 Sue O.O Srh.40 315 PSI 2W PSI 160 PSI 125 PSI 100 PSI V:" .840 .109 .062 114" 1.050 .113 .060 1 1.315 .133 .063 1'A •' 1.660 .140 .079 .064 .056 1'I:" 1.900 .145 .090 .073 .058 2 2.375 .154 .113 .091 .073 2 V: ' : 2,875 .203 .137 .110 .088 3 " 3.500 .216 167 .135 ' 108 4 '• 4,500 .237 .214 .173 .128 .110 5 5,563 .258 .265 .214 .171 .136 6 6.625 .280 .316 .255 .204 .162 8 8.625 .322 .410 .332 .265 .210 10 "10,750 .365 .511 .413 .331 .262 12 " 12.750 .406 .806 .490 .392 .311 Mamond's IPS Pressure -Rated PVC Pipe coupler meets the requirements of ASTM D-3139. -tnqulr'e for avallablllty. Diamond Gasket Specifications 1. Gasket configuration locks gasket in place and prevents fishmouthing. 2. Chevron seal for added pressure sealing • ca- pacity. 3. Compression seal - provides a seal under vacuum. 4. Wiper beads to clean spigot end. Diamond ASTM .D2241 IPS Pressure -Rated PVC Pipe Rieber Gasketed Joint Dimensions UAAK Q (MAX 0.0.1 T� II Rimber Gasket Pipe A B D Size Insert Socket Diameter 3 41r- 3118 3 " 4 5 114 4 7116 4" " 4 1r2 5 1r- 5 1r' b" 5 6 7 13116 $" 5 1r2 6 718 10 A 10- 5 3J4 7 1r2 12 il'_' 12" 6 8 114 14 11116 Short Form Specification for Diamond PVC Irrigation Pipe ASTM-D2241-SDR41,32.5,26,er21 Diamond PVC Irrigation Pipe shall be made of " compounds conforming to ASTM D1784 with a cell classification of 12454B. Diamond PVC Irrigation Pipe must meet all the dimensional, chemical, and physical requirements as outlined in ASTM D2241, -Annex, ANSIIASAE S376.1. and SCS 430-DD, and will be supplied in 20 foot laying lengths. 4 14 INSTALLATION Diamond Algricuitural PVC Pipe should be assembled and installed with uniform and continuous support from a firm base in accordance with the installation procedures provided in ASTM D2321, and the Installation Guide for PVC Water Pipe .(a_"pocket-sized" edition is available from your representative or from Diamond Plastics Corporation.) Embedment :materials are to be in accordance with soil classification's .listed ;unde'r_,Unified ,Soil Classification System,"ed►§tT; 15240 urid ASTM D24$8. s r ■a f' ..I J�ii rA' Te assirnble;�clenn mating surfaces of the bell, spigot, and . gaskev: ,Apply gaskct'lubricaiat.'(ftirnished by Diamond r Plasii6,s; Coiporatioit) rto.the 'erntire spigot end up to the cis-. d• .rr;, P. reference mark. Also, apply lubricant to the contact surface ma's w--• - of the gasket. With the pipe in straight alignment, push the spigot into the the up to the insertion line. If a pry bar is used to apply force, the pipe should be protected by placing a board between the bar and the pipe. If normal force does not complete the joints disassemble the joint and examine the parts to make certian they are free of obstructions. Visually inspect the completed joint to insure the gasket has not been dislodged. 0 Table 5. APPROXIMATE CHIDE FOR ESTIMATED- RANGE OF DEGREE OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD OF PLACEMENT AS PERCENT OF STANDARD PROCTOR DENSITY OR RELATIVE DENSITY" FOR GRANULAR MATERIALS IN PARENTHESIS'S CLASS OF EMBEDMENT 1 II Ill IV MATERIAL DESCRIPJ 10N Gr+nWar Sand ad Gravel Mixed • Gra.n Fine Grain Msuiald Soils • clpd Soils Soil= opium um moisture content nange 9.12 9.11 6.3t7 limit % of dry ,.ai ghl Spit Consntidation Meonod 1 of Pnrleluf (a Rclmw _) Density Range Compact by power wriper 95.100 95.100 95.1co 90-100 Or ramatrr (75.100) Isfl-100) Dendr(y by pombk W-95 11D95 8095 75.90 .rbraron ta75) f6O KIM Cofgalidalc by Ltstursuon 8695 8195 ta75) (6040) Hand ptice 6D 80 {a66M Had amp 60-90 60-80 W-75 t5D,bM Dump 6D8fd 6D$0 G&90 6D•75 (40-60} (50-W) Relaura density is nosed in psenthori •• This sable srrvrs a1 an appm rimala guide drrtnrnI a, rnge Proctor dcnsitia aitainrd cisau Nis wriwn methods of nail conwlidaiun in difrmm classes a soil. TTe able is imen ed In fm•+x guidwit n[d is nil ereorn menied rw design .ne. Actual deli pi .al ua should , be dl fppcd by the enginar fw specirie so,ls it spwific moiuvee mnlcnss. Ta 4104. I)PACRSPTION OF E1AflVDtify NT SIATCRIA4 C'LA5heFlCS1'I0S1- ." MlIL %nIL M.N. CRIPTIn♦ its;.'1, As-s TI Ft.'SI..rPRIAL CLl).sl f 1CAT1rl% Claws I 3v11.• Mmvfx lwrd an gvl v, 4,-1. n.rruk 114 w 11;t uw'hr•,h at1 mml..er. N .IWing mevrial. 11--, r. gx,Rri ., gnif r•rr •u•R ,. c--hLd •,re ,. , t. t1,Ar I, rrv,hcd iiwg. nM ,.r rn.Rrd mai b. CI.µ 11 soi,•• GW W4.W d.d gn.el, .ia pa..I „nil --m 1•,6. w m finr, 7i„ w r,.rf .•f rauw f-110A nn arerd an NR. At 6— M.r. dun9yl r.r9 el w,r.r, N.i �•e 11•rr Teen. -'' GP roil ly a,.drd grid. ,nil fr e•r1 µM r•w, iw ir4k xr ,.. F,r• 4e`{, .r Rrrr •d r... if.rwn r—nea on N,,. a ,irrr. I,W. mus 9$% rit arw. h. No '10 •.r,r, clr.n. SW WcR glakd un.l. and SP Wit ra.k. Iatk w W R— M.ne Ih.n WS ,f .nrw few l„m pv,r, Na. i —4 M.,r. w 9l1 wb.-j .M N.. :ill .r,f%1,� SP ?,-IV y.dsii solds W pa.rby wens.. L.l..r - fii.a S1,rr ,tun Orr .d.. _ feast inn Puv. No,'s wi..r. Mike ow 9}i rn,a.rd ••R N..:Ill ..r.e. Ml Cls's III S.W.. CIA silly girds, V, I w.M ..k rhMaeee- MM .w _., .d rury ira,.r rnawJ i. Nn- a „nr. Mae thus 411 reu.rd 1w Nis, Ili iw.r. e7C' 0 rry pne11, ge8•e1 —A olay wham_ sri w miry of .w is P—.neJ " No- a 1— Nary Ihw %Is% rcuwssssl nw N.. 141 .n-.e. SM Silly eandl, rand -all mr.ewa, Mar. Ma. 504 „(..ww fraiuM Pr,.r, K- a Nan nh.5 Sr11 reurwit.-4 N.. 113 s,r.R SC Cl sand.. sand .tar mru.,r. M..r " NIS ..f car.. Ir a,rw n....•, N.. + Ira. e. Mar. JH 50% rwerwd •a Hn :da •w.r Clan IV S.O. MIL lenrgen6. will, •rry Rns . h. _11, fury, ,alk7 ...ryr7 Iinr u16. I-yr.d lrwa So . w ka,. 50,1 w arms Pµri Na ;Ins ..ne. CL 1-1- r H5y1 of Ii a me.hMn pla.arny, gr,.rlly days, •Aaly .I.T. 1.1-7 111,1 Is- 0ye. Uq" 4wit dur. r I— Sul r awry pa.,n FL,. 1el ,.r•r. MH ImrSan;r n116 mka.nw. w d,asoin , rnr I—lik --1 w• cl rrw ,.h.. I.yv.s I- it gaann d<N SW-%J% M tare P.— I— Ili si.Yr. CH Inmawnil cleye of hi gk gau.•.ir, f.a 011". L-qu„ i hmlt p+etn iha, NA. Sr,,r a,s Pn. 1t N.- 200 .Ir.r. au. V Su11, tL Ektuwc silts aria nrgwnie wily ri.y, Of i" pinn..y. L:p.a Iran ,V7S .r 1..e. Sfr1 Or — P•ew$ No.:du .irse. (N Oea,nie c[sr nr,nedivm a high pleuruy. Lyr«I l.nis syrup dun N0V wary pvv, Me, 20o w . . f Pr Pea,, murk wr,d od- highly ,rS-w —I.. • Snil. ve u Orru.ed w ASTM O =fa7, r.eeq[ Iw C1a.. I mwlnial rR.l1 a .kf 1 in A.STh4 I7 _e:1. •• IR aaa14W: rah ASTM 13 2187. Ins dun 51 ry.w Na. '.11b ems... ••• In urarda new riih ASTM D 14".•"Is +,ik S% to 1.% pau,ng 40. '10 •.c.r l.11 .n a N� d.nl... elwsurceiiim that n m.rr eh.n armn.ti. of Clus 11 thm of aas. III. The haunching area is most important to the support of PVC pipe. For good support, the haunching area should be compacted to the densities given in the Long Term Deflection Chart. Figure 2. f s.ni isu r..r r,pl. cefe�� Ij / r.iiwe Sail I +IK tnn..lirf f—ae I14 of 1 1L' • w�: 3 Stock Nominal 'Weight Outside :LM:::9� 4 DIAMOND PLASTICS CORPORATION IPS IRRIGATION PIPE ASTM D2241 Wall inside Pieces Per Feet Per Feet Per •`' Thickness Diameter Bundle Bundle Truckload SDR - 41 100 PSI ,'4.500 .U0 4.280 63 1,260 20,160 ,F6.625 .162 6.301 28/35/32/40 560/700/640/800 8,400 `•8.625 .210 8.205 15/10 300/200 4,400 _10.7.50', .262 10.226 12 240 2,880 - 12.750 .311 12.128 6/8 120/160 2,240 SDR - 32.5 125 PSI M 4" 4.500 .138 4.224 63 1,2�0 20,160 M 6" 6.625 .204 6.217 28135/32/40 560/700/640/800 8,400 M 8• 8.625 .265 8.095 15/10 300/200 4.400 M 10" 10.750 .331 10.088 12 2-40 2,880 M 12" 12.750 .392 11.966 6/8 120/160 2,240 - SDR - 26 160 PSI - M 2" 2.375 .091 2.193 204 4,080 65,280 M 3" 3.500 .135 3.230 88 1,760 26,160 M 4" 4.500 .173 4.154 63 1,260 20,160 M 6 6.625 .255 6.115 28/35/32/40 560/700/640/800 8,400 M 8" 8.625 .332 7.961 15/10 300/200' 4,400' M 10" 10.750 .413 9.924 12 240 2,880 M 12" 12.750. .490 11.770 6/8 120/160 2.240 SDR - 21 200 PSI M 2'" 2.375 .113 2.149 204 4,080 65,260 M 3" 3.500 .167 3.166 88 1,760 28,160 M 4" 4.500 r.214 4.072 63 1,260- 20,160 M 6" 6.625 .316 5.993 28/35/32140 560/700/640/800 8,400 M 8" 8.625 .410 7.805 15/10 300/200 4,400 M 10" 10.750 .511 9.728 - 12 240 2,880 M 12" 12.750 .606 11.538 6/8 120/160 2,240 Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchase." Possession of this page of a price list does not constitute an offer to sell. *Freight regulations Wor equipment may reduce maximum footage per truckload. All prices F.O.B. manufacturing location. L = normal stock -item at Lubbock, Texas M = normal stock item at Macon, Georgia Joints Per Quart of Lubricant (Furnished) 4" 85 6" 60 Additional Lubricant 8" 45 10, 35 q 12" 25 12 Qt. per case Eam 15" 15 4 Gal. per case 18" 12„r•Y't 21" 10 24" 8 27" 5 2 Wallace, NC 28466 * (910)-•285-5581 ■m N a WIN Im L,� Mw ��M- QUOTATION Quote Not Valid After 30 Days Quotation Date: a 127 Page Of Job Name: ITEM f QTY DESCRIPTION DISC LTNST COST TOTAL �> F Gy .vv -c4 91a y v y P0 too l yX 7 �,Cr G� �QrGV G3o•�o SGGp :7�� rY r• � t r� r I r �.y c� � � r �U ° •' % 7, o UC1.df� Accepted by/ Signature Quoted by/ Signature Wallace, NC 28466 * (910)-285-5581 'I j QUOTATION Quote Not Valid After 30 Days Quotation Date: Page Of Z Job Name: �s��AM ITEM QTY DESCRIPTION nISC UNIT COST TOTAL I Accepted V Signature Quoted by/ Signature 1 If f s � fl .h �' IF r f 17 f , '1. '1r �f /y i S ;jj� I'd r[Y r Sf }� �31 Y• . J Illy r .: " H. . '. U.! it <'_ < Via• . r start -tip j�;;apeFation - - 25A PERFORMANCE GUIDE 25A X 8517' WATER -REEL PERFORM MCE INCHES DEPTH OF AFFUCATION NELSON SPRINKLER S=m '1RRIGJCTEI3 TRAVEL SPEED - FEET PER HOUR SRIOO PERFORXUCE INLET AREA b NO2: PSI GPM OtA psiWI'1TH X LRGTH 35FW 75 1Do l25 ISO m .71Z S0 74, 220 74 154 X 897 I.0 0_3 , C.5 0.4 0.3 0.3 2.2 Ring •60 191 225 ': 34 165 X 902 1.0 U 0.6 0.4 0.3 0.3 0.2 or X 70 88 245 99 M X 906 1.1 0.9 0.6 4.4 2.3 O-3 0-Z Taper E0 94 255 111 179 X 909 1.1 0.9 0.5 0.4 0.4 0_3 03 .768' 50 88 2Z5 79 158 X 899 1.2 0.9 0.6 0.5 0.4 0.3 0-2 Ring 60 96 240 92 188 X 904 1.2 1.0 0.5 0.5 0.4 O-3 O.Z or .55" 70 104 250 106 175 X 308 1.3 1.0 0.7 0.5 0.4 0.3 0.2 Taper so Ill 255 119 136 X 913 1.3 1.0 0.7 0.5 0.4 0.3 O.Z ,812' SO 100 Zia 84 161 X 901 1.3 1.0 0.7 0.5 0.4 a.3 a2 Ring 50 110 245 99 40 l72 X 906 1.4 1.1 a.7 Il5 0.4 a.4 a-2 or.7" 70 118 250 112 in X 911 1.4 1.1 0.7 0.5 0.4 0.A a Z 73par d0 1Z7 Z75 127 193 X 918 1.4 1.1 0.7 0.3 0.4 0.4 0-2 .857' 50 115 Z44 91 168 X 904 1.4 1_2 0.8 0.6 0.5 0.4 0.3 Ring 50 125 280 .106 irz X 911 1.4 1.2 C,8 2.5 0.5 0.4 0-3 at .75' 7a 135 ZT5 I22 123 X 9I5 1.5 i.Z C.3 C.6 a's 9.4 0.3 Taper 8a 145 285 138 200 X 923 1.5 1.2 C.E a.S 0.5 9.4 0.3 .395, S0 129 Z5a 53 17S X 9a8 1.6 112 0.3 0.6 0.5 0.4 a.3 Ring 50 141 279 115 139 X 915 l.S 1.3 0.3 0.5 0.5 0.4 0.3 or X 70 152 2% 132 293 X 922 1.5 1.3 0.1 0.3 0.5 0.4 0.3 Tapet 8o 1162 300 149 Z10 X 925 1.5 1.3 0.9 0.1 0.5 0.4 0.3 MT, 50 ISO 2.5 Ill 179 X 909 1.3 1.4 0.9 0.7 0.6 0.5 0.3 Ring 60 164 Z75 130 l93 X SIG 1.3 1.4 1.0 0.7 0.5 0.5 12.3 01.85' 70 IT7 295 149 207 X 933 1.8 1.4 1.0 0.7 0.6 C-5 13.3 input H0UR5 FOR 850 FrZT OF TRAVEL- 24.3 17.0 111.3 L8.5 � 5.3 { 5.7 1 4.9 Sgslern Inlet pre=xurn shown aban Is lor Turbine Orltrs. Engine Odra trill ha apprax 10 PSI lowar.. � k= carotid rmy Tani 46m9+*d" as rria.i ca+dMlazz, IkW AIv-Nslass P" ass N xv"ecaI&A s}riak$*a The a-raee - cu.e, 0 Per ran :I.I ecreot- The 'Spelem Islet FraFxvrs' Is the preamm required at the trereisr lalet_ It Jnctunes x1lowsarss for the irsrsler plgnableg Ind drfre, PE late and sprinkler prsssurt. Turbine drhve: will regWrt addillual pmao2m at higher speadt. 3 Joee sal iac:ude any pressure allawranem lot lleld sierattan or malollas pre::ura lass. We The :mall Idartwx pulley at ground speeds atwn 75 flat per horr. NOTE Spscillcalloas are sobiect la cNaags xltkoct eetica. 504 - 20 i Revised April 20, 1999 JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION Facility Number - �L3 Operation is flagged fora wettable Farm Name: 6 T it 'NsApi acre determination due to failure of On -Site Representative: ;tl ,'L1 Part If eligibility item(s) F1 F2 F3 F4 InspectorlReviewer's Name: Date of site visit: BIZ I Date of most recent WUP: 71311g? 6 Operation not required to secure WA determination at IE7 'time based on exemption E7 E3 E4 Operation pended for wettable acre determination based on P1 P2 P3 . Annual farm PAN deficit: 3 5 / e3 pounds Irrigation System(s) - circle: 'i . and -hose traveler, 2. center -pivot system; 3. linear -move system; 4. stationary sprinkler system ermanent pipe; 5. stationary sprinkler system wlportable pipe; 6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe PART 1. WA Determination Exemptions (Eligibility failure, Fart 11, overrides Part I exemption.) El Adequate irrigation design, including map depicting wettable acres, is complete and signed by an 1 or PE. E2 Adequate ❑, and D�D3 irrication operating parameter sheets, including map depicting wettable acres, is complete and signed by an 1 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 I[. Complete eligibility checklist, Part 11- FI F2 F3, before completing computational -table in Part III). PART 11. 75% Rule. Eligibility Checklist and Documentation of WA Determination Requirements. WA Determination.required.because.operation fails mne of the .eligibili y requirements listed:below: - F1 Lack .of-acreage=whienTesulted in mverapplicationmf_wastewater_(PAN) on3pray. field (s)accordingfofarm'sdasttwo heats:oi.IiT g2tunTe.-onJs -. F2 Unclearj[lAflible, or lack of informatonlmap. _ F3 0bviousfield-limitation s-(nu merous�itches,failurefa:deductTequired:-. bufferlsatbaek-acrease;-or25%:oftata[_acreageadentified:.inMAWMP]ncludes sma11,1rregulafly -shaped fields = fields]essthan-5 mires-foftnveiers Dr.Iess :than 2 acres for:stationary-s prink] ers). F4 WA determination required because CAWMP credits field s)'s acreage in excess of 75% of the respective field's total acreage as noted in table in Part 111. . Revised April 20, 1999 Facility Number �� Part ill. Field by Field Determination of 75% Exemption Rule for WA Determination ri=Lei nunrii=rc - nyaranz* puu,zone, OF poiiIt numoers IPidy oL usea in place or nefo nurriDem 0epenaing on CAWMP and type of irrigation system., If pulls, etc, cross -more -than one field* inspectorireviewer will have to combine fields to calculate 7511A field by field determinafion for exemption; -otherwise operation will be subject to WA determination. FIELD NUMBER' - must be clearly delineated chin .­ __. COMMENTS' - back-up fields with CAWMP acrezae�excesding75% of its total -acres and havingreceived less than 50% of its annual PAID as -documented in the farm's-previous two years' (1 n97 & .1998) of it - nation Tecords,- cannot serve -as -the sole basis -for requirin g 2 WA Determination::.Back-up:fleldsTnust-benoted in the -commentsecdon:and must be aczessible by irrigation systern- Part IV. Pending WA Determinations - P i Plan lacks .following information: P2 Plan Tev:Sion -ma y:satisfy?5% rule based on adequate over G11 PAN deficit and by adjusting all field -acreage-to below 75% use rate F3 Other Oehn process of installing new irrigai;ian 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 William Costin, Jr. Bill Costin 1-4 312 Blackmore Road Warsaw NC 28398 Dear William Costin, Jr.: 11� 1 0 • 0AO 24MOO-ftWOOM NCDENR Nc*:rTm CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES December 30, 1999 Subject: Fertilizer Application Recordkeeping Animal Waste Management System Facility Number 31-438 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. HZR1, UM, DRY1, DRY2, DRY3, SLUR1, 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. 57). Sincerel 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 So% recycled110% post -consumer paper State of North Carolina �. Department of EnvironmentCK1V,D and Natural Resources Division of Water Quality DEr, 1998 James B. Hunt, Jr., Governor BY: Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES December 29, 1998 William Costin Jr Bill Costin 1-4 312 Blackmore Rd Warsaw NC 28398 Subject: Certificate of Coverage No. AWS310438 Bill Costin 1-4 Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear William Costin Jr.: In accordance with your application received on August 12, 1998, we are forwarding this Certificate of Coverage (COC) issued to William Costin Jr,' authorizing the operation of the subject animal waste collection, treatment, storage and land application 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 of animal waste from the Bill Costin 1-4, located in Duplin County, with an animal capacity of no greater than 3040 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 CGC 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, 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 CGC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change or change in ownership. P.O. Box 29535, Raleigh, North Carolina 27626-9535 Telephone 919-733-5083 FAX 919-733-0719 An Equal Opportunity Affirmative Action Employer 50 % recycled/ 10°% post -consumer paper Certificate of Coverage AWS310438 Bill Costin 1-4 Page Z If any parts, requirements, or limitations contained in this CGC 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 CDC shall be final and binding. The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, please contact Sue Homewood at (919) 733-5083 ext. 502. Sincerely 7 � r A. Preston Howard, Jr., P.E. cc: (Certificate of Coverage only for all cc's) Duplin County Health Department Wilmington -Regional. Office, Water Quality Section, Duplin County Soil and Water Conservation District Permit File NPDU Files State of North Carolina Department of Environment 0 ■ and Natural Resources EI] Division of Water Quality DEC 1998 James B. Hunt, Jr., Governor Ws B. Wayne McDevitt Secretary Y NC p1:ENR1_i A. Preston Howard Jr., P.E., Director NORTH CAROLINA-DEPARTM_E_NT OF ENVIRONMEN71AN6-rJ "UAALYREF60i3CES September 4, 1998 SEP 2 9 1996 William Costin Jr. F:ar;•`cC�o permitting Bill Costin 1-4 312 B lackmore Rd Warsaw NC 28398 Subject: Application No. 31-0438 Additional Information Request Bill Costin 1-4 Animal Waste Operation Duplin County Dear William Costin, Jr.: The Nan -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 the following components by October 5, 1998: 1) Both the site map (including the Hydrant Pulls and their respective acreages) and location map were not included with the permit application. Please provide this information for review, 2) The narrative of operations states that tobacco may be planted on approximately 12.0 acres per year and may be rotated on all fields as needed. Please include a statement that animal waste will not be applied to the tobacco crops, Also include the time period from when tobacco will be planted to when it will be harvested. Ail revisions 1 amendments 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 October 5, 1998 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 tali me at (919) 733-5083, extension 364. Sincerely, Brian E. Mondschein Environmental Technician 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 501L►:ONSCRVA7rON5f RV ICE 2 •ISI CONSERVATION PLAN MAP Owner William J. Costin, 7r. Operator Count Dup]in State No th Carolina Date y � Approximate acres Approximate scale 1"-660 Cooperating with Du lin soil & Water Conservation District ` " Plan identification NCACSP Photo number t Assisted by Pngie B. Quinn USDA Soil Conservation Service — rr• Y' T �. r'.`hT•s it �,i''r:}• fit t hh�N� ; . y � /�\ / 10 �_.tt-tt r t•,� 76qA fi; � �'_', ,"�-'�`--4 ' •� �'`� . jrrT 'mac .r �+ ]? •ti p 'fit � ��•. i .�rh �� S` .y � � ti ;V ti • � °:rn" . ..hii•,JC. a ,5,• a 3. y3 • ' r' NV +; V Fa 4: tk;i •{. �:s:' rri{k=Y��Sr4.7 -�:*� "'• •any 1�?,-- MIRA �5�, Na 'r kl t��;gq og: �Ntvi co j -1 k rim Fqv 4-ii z l k-U- ,41 Nll ;IX,ky- -la 0 'IV 1-11L AN v ek r—1 F IRRIGATION SYSTEM DESIGN PARAMETERS • Landowner/Operator Marne: � ��� �. �� A-,E C'e S T: pit/ Address: / a Telephones: ` — • 3 TABLE I - Field Specifications' A County_ Date: 6�i Fleld Number Appre:Imate Maxlmum Mweablo Slxe of Fleldx (acres) Soil Type Slope (%j crop(s) Maximum Application Rate (Irdbr) Maximum Appllcallon per Irrigation cycle' (Inches) Comments I- r1Yo13 I n- I C z I -3 I •5 I Z I I k a-�— I G I •�� I I k k I I ! •- .I ! I ! ! I 1 k I I [ I I ! I 1 I I ' [ [ • 'Table to be -completed in its entirety by SWCt7 Held Office personnel and forwarded to the irrigation system designer. 'See attached map provided by the SWCD Field Office for field location(s). 'Total field acreage minus required buffer areas. 'Refer to N_ C. irrigation Guide, Field Office Technical Guide, Section 11 G. -Annual application must not exceed the agronomic rates for the Soil and Crop used. Irrigation parameters USDA-NRcs October 1995 - • page-1 North Caroiina TABLE 2 - Traveling Irrigation Gun Settings 2 X, M, F7- � Make, Model and Type of Equipment: Field Not and Hydrant No = Travel Speed (rVmin) Application Rate (1AMr) TRAVEL LANE Efrective Effective Width (ft) Length (ft) Wetted Diameler treet) Noxtla diameter (Inches) EQUIPMENT SETTINGS Operating Operating pressure Pressure Gun tps Reel (psi) Arc patterns Comments r l r l To r13l, CC i .3 at, v$G l;Lv! ,s2 }1 U G I 16`b a. 0 I v5p X 10 I 1 �'$ Sa 794 I 2-70 j .03 du l { S,� II$v gG 3.3 f 'See attached map provided by the SWCD Field Office for field location(s). 2Show separate entries for each hydrant location} in each field. 'Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), Tr (two thirds), H (half circle), T (fine third), Q tone quarter). May also use degree of arc in degrees. Irrigation Parameters USDA-NRCS October 1995 • - page-2 North Carolina TABLE 2 - Traveling Irrigation Gun Settings Make, Model and Type ol'Equlpment: ' EQUIPMENT SETTINGS i=inld Not Travel Appllcatlan TRAVEL LANE Wetted Hazzia operating ❑perMing and Speed Rate Effective Elfactiva Diameter DEsmetar Pressure Pressure Arc Hydrant Not (furnln) (1i mr) VHdth (ft) Length (fi) (rest) (Inches) @ Gun (psi) @ Reel [psi] P2ttrm3 comments WA J14 ! 0 ' '774 720 I -� 1 0 70 3,1 97G i P7d i •$ i �� f 1 i" S� i �s� �G = c CI I V"I •Tv ISv1 $ I �7 o 1 I' G I , 1! v 7 = 34 1— noG o f �C, I 1 �sC, IIs0 PC zz S v I �7 < o •a y f I I ��G I S G d� 7= z c i [. V, i I v ! 774 1 �-,7 o 1 0-71 = 3•z 'See attached map provided by the SWCD Field Office for field iocation(s). 7Show separate entries for each hydrant location in each Field. 'Use the following abbreviations for various arc patterns. F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), ❑ (one quarter). May also use degree of arc in degrees. Irrigation Parameters October 1995 page-2 USDA -MRCS North Carolina F 7-D , I31st1 . yyS3�. �.!-.1�3 Z - = _�7 -.. = !� ./ 0 _ I w B ER KELEY PUMPS TYPE "B" RATING CURVES BERKELE ENGINE DRIVE CURVE 4117 DATE B-1-72 PAGE I-01 SUPERSEDES Curve 4117 Pa 1.01 Dated 1-3-72 ■ m MAN ARM WON 0 kkn HMO i 0 Him m No" MEN :mlm=-*mmmm -6.6 .8 ... ... ■ 0 ErIn L.0 ILL ...... ...... • MWA 11 y4 B1211 A lnr gatlon Parameters bctfter 1995 TABLE 4 - Irrigation System Specifications Traveling Irrigation Gun Solid Sat Irrigation Flow TWIN of Sprinklor (gprn) Operating Pressure at Pump (psi) 13 7,e 7 Design Pro clpltatlon Rafts (Whr) I Hose Length (feet) n XXXXXXXX . Type of SPao d Compensation )gC]O[]C)C7(7( rempType (PTO, Engla4 Electric) Pump Power Requirement (hp) iE I i ' E TABLE 5 - Thrust Block Specifications' De$igner may provide thrust block.detalls on separate sheet. 'THRUST BLOCK LOCATION AREA (sq. M) 9cr Bend k �a — Dexd End ,t, + 1.-- Tee I I 'tSee USDA-NRCS Field Ol caTechnieal Guide, Section 1V, Practice Code 430-DD. page-4 y In USDA-NRCS North Carollna • 6-y IRRIGATION SYSTEM DESIGNER Name: Company: Address: Z,a-, Phone. 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, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable. 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-NRCS standard for Irrigation Water Conveyance, N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD. NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and -surface waters per DERNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface Waters. Irrigation Parameters ❑ctat%r 1995 Page-5 USDA-NRC5 North Caro[Ina Narrative of Irrigation System Operation Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier. Include procedures such as start-up, shut -down, winterization and regular maintenance -of all equipment. lrri ation Parameters 0615er 1995 J f1 SPECIFICATIONS DATA PRODUCT DESCRIPT10N Diamond IPS pressure -rated PVC pipe (20 through 12") is made of compounds conforming to material requirements of ASTM D2241 in accordance with ASTM D1784. The pipe sizes {4" through 12") are made with an integral bell which utilizes a gasket for sealing in accordance with the requirements of ASTM F477. Integral sockets for solvent cementing meet the requirements set forth in ASTM D2672. Diamond 1PS pressure -rated PVC pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D2241. Each male end shall be beveled to facilitate joining and reference marked for assuring proper depth of insertion. Diamond furnished lubricant is to be used in the joining process. Diamond IPS pressure -rated pipe is supplied in 20-foot lengths. 5 1. a�. Cam] PHYSICAL PROPERTIES PROPERTIES OF PVC 12454-B (1120) Property ASTM Minimum Test Specific Gravity D 792 1.40 Tensile Strength, psi ❑ 638 7,000 Tensile Modulus, psi D 638 400,000 IZOD Impact Strength, D 256 .65 ft., Ibdin. CHEMICAL RESISTANCE ASTM TEST 93.0% Sulfuric Acid, D 543 14 Days Flotation at 55 + or — 24 C Chapge in -Weight, % —0.1 + 5.0 Change in Flex Strength, % —25.0 to + 5.0 ASTM Oil No. 3, 30 Day. Immersion at 23" C Change in Weight, % — 1.0 to 1.0 M nnfrmum curve RadII of Pipe 13 r Diamond ASTM D-2241 IPS Pressure -Rated PVC'Pipe Approximate Coupler Dimensions A O.D. C Size Gasket Race Socket Depth 2 3.166 4.500 211a 3.719 6.000 3 4.434 6.000 4 5.603 5.000 6 8.252 6.250 8 10.420 6.500 10 12.762 7.500 12 14.952 7.500 0.2241 Pipe Dimensions Minimum Wall Thickness D.1785 5011.13.5 SDR•21 SDA•26 SOR•32.5 SOR•41 Sire C.O. Sch.40 315 PSI 200 PSI 160 PSI 125 PSI 100 PSI 'h'• -840 .109 .062 'A •• 1.050 .113 .060 1 1.315 .133 .063 1 1.660 .140 079 .064 .056 11/+" 1.900 .145 .090 .073 .058 2 2.375 .154 .113 .091 .073 2'., 2.875 .203 .137 .110 .088 3 3.500 .216 .167 .135 .108 4 4.500 .237 .214 .173 .138 .110 5 " 5.563 .258 .265 .214 .171 .136 6 " 6.625 .280 .316 .255 .204 162 8 " 8.625 .322 .410 .332 .265 .210 10 "10.750 .365 .511 .413 .331 .262 12 "12.750 .406 -6G6 .490 .392 .311 Diamond's IPS Pressure -Rated PVC Pipe coupler meets the requirements of ASTM D-3139. Diamond Gasket Specifications 1. Gasket configuration locks gasket in place and prevents fishmouthing. 2. Chevron seal for added pressure sealing ' ca- pacity. 3. Compression seal - provides a seal under vacuum. 4. Wiper beads to clean spigot end. Diamond ASTM D2241 IPS Pressure -Rated PVC Pipe Riefler Gasketed Joint Dimensions sTor yAa:K � El �{ T � ., b FMAX O-P.) Fr A � BELL Lb - b o. RieCef Gitik�l Pipe Pipe A 13 D Size Insert Socket Diameter 2" 3 4 1C3 3 118 3" 4 5 114 4 7116 4" 4 €1'' 5 112 5 lr'_ fi" 5 6 7 13r16 8" 5 lt? 6 718 10 1r8 10" 5 314 7 1r2 12 112 12" 6 8 114 14 11116 Short Form Specification for Diamond PVC Irrigation Pipe ASTM-D2241-SDR41,32.5,26,er21 Diamond PVC Irrigation Pipe shall be made of compounds conforming to ASTM D 1784 with a _ cell classification of 1245413. Diamond PVC Irrigation Pipe must meet all the dimensional, is chemical, and physical requirements as outlined in ASTM D2241, -Annex, ANSIIASAE S376.1. and SCS 434-DD, and will be supplied in 20 foot ; =' laying lengths. 'Inquire for availability. 14 INSTALLATION Diamond Agricultural PVC Pipe should be assembled and installed with uniform and continuous support from a firm base in accordance with the installation procedures provided in ASTM D2321, and the Installation Guide for PVC Water Pipe (a "pocket -sized" edition is available from your representative or from Diamond Plastics Corporation.) Embedment materials are to be in accordance with soil classifications listed under Unified Soil Classification System, ASTM D2487 and ASTM D24$$. To assemble, clean mating surfaces of the bell, spigot, and gasket. Apply gasket lubricant (furnished by Diamond Plastics Corporation) to the entire spigot end up to the reference mark. Also, apply lubricant to the contact surface of the gasket. With the pipe in straight alignment, push the spigot into the bell up to the insertion line. If a pry bar is used to apply force, the pipe should be protected by placing a board between the bar and the pipe, If normal force does not complete the joint, disassemble the joint and examine the parts to make tertian they are free of obstructions. Visually inspect the completed joint to insure the gasket has not been dislodged. 0 C Table 5. APPROXJIIATE GUIDE FOR ESTIMATED - RANG E OF DEGREE OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD OF PLACEMENT AS PERCENT OF STANDARD PROCTOR DENSITY OR R£LATWE DENSITY* FOR GRANULAR MATERIALS IN PARENTHESIS" CLASS OF EMBEDMENT I II HT IV MATERIAL DESCR IPnON Graswlu^ Sand and GrawJ Mixed • Grain rim Grain MalUrala Soils - Clean Sails Soil$ opriml+m "I Uwe totem Mac 9.12 9-1 S b70 limit 5E of dry rCiahk Soil Confoli.yltinn MELIPM 4. of Pt=ifr for Re tali Y:) Denskly Range Corn pac t by post Lwper 93.100 95-100 95.100 90. ko0 w funmcr t7!r 00) Im 001) Densify by pmubk 5695 W-95 5695 75.90 ylbfa,, (60.7s) Oa E0) Con mlidw by SaiwaLion 10-95 BD-95 [5675j {60-SOS Hum qbm 090 {a6501 Haf.d ramp 50•30 6040 W5 [50-6M Awnp 64Se 60-SO 60•w 50.75 T W-M tS).603 . • Rcluirc dcmily u nosed ue parcr9l.ract , a, •• This table Sarre! 0 an appu; jnILAW aurae d4ning arcra It Proctor donOLM CLAW" desmagh varkm methods of mil conaalidalint in diffacr4 clues or veil- The table is iry.n.dcd le paridc =nida e."a not recommended for desipl Yse. Actual dui pl .aJ ves shw4d be dery lopc4 by ale snairwer fm specirc fads a spec& mod nwe "maws. Table 4. OF.SCRIPTII14 OV F:h66F.13+f k.NT tsATF.RIAL CL.iStiIFIL•11-1010i 0 ]lilt, S[14L DFACRIPTI11% t0' c•I. A SS T1'PN MAI'VRIAL CL.A3NII:IC kTI11\ CI... I Sr.l.• M.n..f.lured •+•g•I.. drawl. m.. L 11, L. I 1 ^ •�hr..h w +.. mnu .v[. m .I.,d drag .n.ur Js N1—A, 11fx.n0 .i[.nRr . wn a rro•..,W •H rr .r ...1. N.A- cW.1, cruLhed J.g- n.wr.. •r rrraMY Mrlb [1 a+ kl Swh•• ew we 11 Vaa'd j..•eIr .d sr+.r1 .tad .f.. kkwO, Inlu W n. 6-4pF •. m•re .•t M irNrgn rna.ned ran tin M.. Naa 91% ir+n..J •in N.. ;IYS.�:•r Cp P..rarky arakil gra.eh "i... rl. W .n.'.rr_ hnk w •.. f•ne. 4K 9a% .r.+.n.r .xr N., 21%) ..r•.. sw We a,.J,61 s. W p.•rll. a.w, I..6 w ran i—. M, r< Man !L i 4 . . r. artn.n Pau. Nv 4 — M.rr than `15% rc..,n.J ,M No .yrl —C. [gran SP P.q[., gr.drJ r..a. w 1.,.e0. rinds. I.ule w - r.— %6 .hen NOc of ..ur.r trot llnn f••••r• w. a +.e. e. hl..e N.n 95� .r4..W •w Yn }n ...wr- ['4.n. [:Im RI 5..1s1•1 CM 5.Iry gra.d+, sn.rl Wq ,r m.rr.d. r.aIa— r.4 enoN.- a -A— 6%- 3-A .ru.ef N CC Clayey gf.•rla, V.11 ..W :lay mr.eufea. N.4.....rr ..f .xrrw 1.,. rrl.,n[J co N.. 4 .r.r. Mae Nan .I.•f SM Skllr .Ursa.." .lh .x...w[. Mm rh.a NIS .J..•..r fr+. r...n P...cx ti••. 4 ,..... SC C7.rry ,and,. IW rl.r m...w... M. QUA -4!R ..f .n fr..l...n I.a 1 N.. a .c.e. Men d..n HPe ma.n.J .,n Nn `.an — CI Iv S913 ML I—g.nk ow, -M rn[. -U....k rlav,J. .r rl.,r, fin. I.NwJ 1-H 10% a 1. - 55S yr mee. PN•••+ f. an ue. r. CL I" ow el.yf a In.[ n. —h— fJaaY'ny. p,rellr .la....,.J, r1.f 1 .i h}'ta�.. km clays Lar.J limi4 50a 9f W. UP4r W .... f— 4..:lil a.rrr- 1.IH Innryrnie QLL w..enwa 1..krl..w-n..0 r. .a•J. ,. ate, rk..n• .. ha. t.14-4 Irr1k1 arca.rr IAa. )7a,• Sd'F n m... 9••••ra ti. 9xF •.-.e. CH In9rgank'lays nr Nigh plan. n r. I. [I,r. LyuJ limit R..•rl.T .h an tni. h+y{ .. a. p..sct K.- No [ _ LT., V Swl. [i Org.nk ilia -d .rd N.' .Dry 0.ys of In,. pl.a,. ray. Li ni i 1. 4 14K w Ira. Sfpr, a more PO I Ki. ;nu vr.r- 01 Ord trait elrya of MWOM m MrA Pla..'iry- Lwx•J lxnx 41 e.rcf J.an V•4. 4M: •. more Pa.+ef N., 'M s..+r- + FT Pr... M.k and as.[+ highly nrf Nw anal.. Snil+ u. as drfu.d in ASTM Ll 2417..u.p I.Clan 1 ..anal ,.hkh n &F..+1 .n ASTM D '-Ill. • In .cwrdarxe rµh ASTM D 2497, Ira Nn Si P••• Nn, NO airs. ••• In .rcvrdanee ..irh ASTM O 2147.•.ex k..iN S% Iv 12S P.0 g Na. :dal .. -fall .n A..Jrr]•nr rt.nifcninn th. W n.n.s eIkW.clrfi.lk d C1.. II khO of CTO$ Ill. The haunching area is most important to the support of PVC pipe. For good support, the haunching area should be compacted to the densities given in the Long Term Deflection Chart. Figure 2. I$ �a SEEN W - -- -------------- / y1 3 4 :5�A DIAMOND PLASTICS CORPORATION IPS IRRIGATION PIPE 4 ASTM D2241 Stock Nominal 'Weight Outside Wall Inside Pieces Per Feet Per Feet Per SDR - 41 100 PSI LM 4" 4.500 .110 4.280 63 1,260 20,160 M 6" 6.625 .162 6.301 28/35/32/40 560/700/640/800 8,400 M 8" 8.625 .210 8.205 15/10 300/200 4,400 M 10" 10.750 .262 10.226 12 240 2,880 M 12" 12.750 .311 12.128 6/8 120/160 2,240 SDR - 32.5 125 PSI M 4" 4.500 .138 4.224 63 1,260 20,160 M 6" 6.625 .204 6.217 28/35/32/40 560/700/640/800 8,400 M 8" 8.625 .265 8.095 15/10 300/200 4.400 M 10" 10.750 .331 10,088 12 240 2,880 M 12" 12.750 .392 11,966 6/8 120/160 2,240 SDR - 26 160 PSI M 2" 2.375 .091 2.193 204 4,080 65,280 M 3" 3.500 .135 3.230 68 1,760 28,160 M 4" 4.500 .173 4.154 63 1,260 20,160 M 6" 6.625 .255 6.115 28/35/32/40 560/700/640/800 8,400 M- 8" 8.625 .332 7.961 15/10 300/200 4,400 M 10" 10.750 .413 9.924 12 240 2,880 M 12" 12.750- .490 11.770 6/8 120/160 2.240 SDR - 21 ' 200 PSI M 2'" 2.375 .113 2.149 204 4,080 65,280 M 3" 3.500 .•167 3.166 88 1,760 28,160 M 4" 4.500 ".214 4.072 63 ' 1,260 20,160 M 6" 6.625 .316 5.993 28/35/32/40 560/700/640/800 8,400 M 8" 8.625 .410 7.805 15/10 300/200 4,400 M 10" 10.750 .511 9.728 12 240 2,880 M 12" 12.750 .606 - 11.538 6/8 120/160 2,240 Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchase." Possession of this page of a price list does not constitute an offer to sell. 'Freight regulations &/or equipment may reduce maximum footage per truckload. All prices F.O.B. manufacturing location. L = normal stock item at Lubbock, Texas M = normal stock item at Macon, Georgia Joints Per Quart of Lubricant (Furnished) 4" 85 6" 60 8" 45 10" 35 12" 25 15" 15 18" 12 21" 1❑ 24" 8 27" 5 Additional Lubricant 12 Qt. per case 4 Gal, per case 2 Mo4lorTile, 4 bri t'10" Wallace, NC 28466 * (910)-285-5581 QUOTATION Quote Not Valid After 30 Days Quotation Date: a _L _I 9 Page 0f Job Name: ITEM QTY DESCRIPTION DISC UNIT COST TOTAL pb Fr m— q `L y�r y % y ,. �-7: 11y e iJ a i _ �4�-q -�� Y Ind dl�[� �`�d to y X O-v m, a �-9'i t go YX vCYS` ° LG .z,� r r Accepted by/ Signature Quoted by/ Sigriature Wallace, NC 28466 * (910)-285-5581 T QUOTATION Quote Not Valid After 30 Days Quotation. Date: Page Of -Z— Job Name: F�s-AF�A ITEM QTY DESCRIPTION r UNIT COST TOTAL �--- U v vim- y � y ► { %� �- -�.G- � � �� �' I(Jv 7 r� • �7 5�3 to a �► � t i —7F Accepted by/ 5iguature Quoted by/ signaawe - - start -tap & aperation - - 2 A PERFORMANCE GUIDE 25A X 850' WATER -REEL PERFORMAI'tsiE INCHES 0EFTH OF APPLICATION NELSON SPRINMER STSTM 'il1R1GIiCI TRAVEL SFEED - FEET PER NO 11R SR100 PERFORXMCE INLET AREA & HOZ: PSI j GPM ff I mm, PSI WIM x LNGTN 35 so 75 IRO IZ5 150 175 .71Z- 50 74 270 74 154 x E97 .1.0 0 3 0.5 a.4 3,3 3.3 0.3 Fling 5d 81 Z35 A4 165 X 9Q2 1.0 0.8 0.6 0.4 0.3 0.3 0.2 ar.5" 70 Be 245 N 17Z X 9t76 1.1 0.9 0.6 3.4 8.3 m O.2 Tzper Ea U ZS5 111 1I9 X 909 1.1 0.9 M 0.4 0.4 m 22 .758" 5a 8E ZZS 73 158 X 899 1.I M 0.6 0.5 0.4 0.3 02 RIn9 SO 96 24C 92 16E X 904 1.2 1.0 9.6 0.5 0.4 13 0.2 or.55" 70 104 25a 106 175 X 3M 1.3 1.0 0.7 0.5 0.4 0.3 O-Z Taper s0 1T1 m 119 186 x 913 1.3 1.0 0.7 0.5 -0.4 9.3 a Z .612, so 100 Z33 34 161 X - 9M 1.3 1.0 M 0.5 0.4 0.3 02 Ring 50 110 Z45 99 17Z x 9w 1.4 1.1 0.7 0.5 0.4 0.4 a-Z or X 70 118 254 112 182 X 211 1.4 1.1 0.7 0.5 0.4 0.4 11.2 Taper 90 1Z7 Z75 1Z7 133 X 915 1.4 1.1 0.7 U 0.4 0.4 0.2 .857' S0 115 244 91 IU X 904 IJ 1.2 0.3 M 0.5 0.4 0.3 Ring 60 125 28a .106 112 X 911 1.4 1.2 0.8 0.6 0.5 0.4 a 3 or .75' 70 135 Z75 1ZZ 193 x 415 1.5 1.2 0.1 9.6 0.5 0.4 0.3 Taper 8a 14& 285 133 ZDO X 970 1-5 1.2 M 9.6 0.5 0.4 0.3 .825, So 129 ZSC 38 175 X 908 1.5 1-2 0.3 0.6 0.5 0.4 0.3 Ring 60 141 Z73 115 189 X s15 1.6 1.3 0.8 0.5 0.5 3.4 0.3 or X 70 15Z Z90 132 Zm X 972 1.6 1.3 0.8 0.6 0.5 0.4 0.3 Taper 80 '162 300 149 Zia X 9Z5 1.5 1.3 0.9 0.7 0.5 0.4 0.3 .927' 5o 150 Z55 111 173 X 909 1.8 1.4 M 0.7 0.5 0.5 0.3 Fling 50 164 ZT5 130 133 X 916 1.8 1.4 1.0 0.7 0.5 0.5 0.3 ar .35" 70 177 Z95 149 297 X m 1.3 1.4 1.0 0.7 0.6 0.5 0.3 Taper HOURS FOR EEC FEET OF TRAVEL: 24.3 17.0 11.3 E.S, 5.8 � 5.7 4.9 Sys3am Intel prmurn shcwn abm Ls tar Turbine Orlm. Engine Orlm will be approx 10 Fill lower__ Arse carsred tnr Tw7 &vpe d" at nisi caedltkss, 1%W 41nm am rd on of raayreelAed spriekiens. Tin r** ate area earnred l+w nre bs LS cents. The 'Islam lelet Prmurs' 1s the Fream regalrrd at She h.. ter leleL It laeluaes aIIm"non 1w the Iran ter p[ambleg and drive, PE =Abe and sprinkler p. urs. Turblae drtmwtrl raqulrs addtilosal pm=l; a x3 hlgherspaads. R does Not lacluds any prassurw allawanexs In( held elmtlan or mslollae prt=ry lot%. llss the small gearbox puller at pmund speeds sbm 75 le it per hart NOTE: Spacllleatloaa are subject to clssage wl[haal lat3ct- 01-81 7 7 V State of North Carolina _.. Qepartment of Environment 4 and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., 1 ` w' V' IJ� •t E �1VED �' YSECTION DEC 311998 BY: Director July 10, 1998 CERTIFIED MAIL RETURN RUTIPT REQUESTED Wi�Ftam Costin Jr Bill Costin 1-4 312 Blackmore Rd Warsaw NC 28398 Farm Number: 31 - 438 Dear William Costin Jr: NCDEN),,I, % .bn; NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES You are hereby notified that Bill Costin 1-4, in accordance with G.S. 143-215.1OC, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has six 60da s to submit the attached application and all supporting documentation. In accordance with Chapter 676 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application., The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit Post Office Box 29535 Raleigh, NC 27626-0535 If you have any questions concerning this letter, please call J R Joshi at (919)733-5083 extension 363 or Dave Holsinger with the Wilmington Regional Office at (910) 395-3900. Sincerely 1 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 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper State of North Carolina R EC E l ►l 2 D Department of Environment and Natural Resources WATER QUALITY SECTION Division of Water Quality MG 1 21998 Non -Discharge Permit Application Form (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) No,-Q!,saharge Nr, iuir.; General Permit - Existing Liquid Animal Waste Operations The following questions have been completed utilizing information on file with the Division. PIease 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. GENERAL INFORMATION: 1.1 Facility Name: Bill Costin 1-4 1.2 Print Land Owner's name: William Costin Jr 1.3 Mailing address: 312 Blackmore Rd City, State: Warsaw NC Zip: 28398 Telephone Number (include area code): 293-7483 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): On west side of SR 1340, 1.1 miles north of SR 1341. 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's 1 Integrator's name (if applicable; please circle which type is listed): 1.8 Date Facility Originally Began Operation:- ' 1o/w, 1.9 Date(s) of Facility Expansion(s) (if applicable): 6144 2. ❑PERATION INFORMATION: 2.1 Facility No.: 31 (county number); 438 (facility number). 2.2 Operation Descrip ion Swine operation e er to Finish 3040- Certified Design Capacity Is the above information correct? yes; r"jno. if no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum num er or which the waste management structures were designed. Type of Swine No. of Animals Type of Poultry No. of Animals Type e of Cattle No. of Animals Wean to Feeder Layer Dairy Feeder to Finish Non -Layer Beef Farrow to Wean (# sow) Turkey Farrow to Feeder (# sow) Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals. FORM: AWO-G-E 5/28/98 Page 1 of 4 31 - 438 3. 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 22.00 ; Required Acreage (as listed in the AWMP): 2.4 Number o lagoon storage ponds (circle which is applicable): 2, 2.5 Are subsurface drains present within 100' of any of the application fields? or NO � (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or DO (please circle one) 2.7 does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N Standa�arrdss,, etc.) (Swine Only) YES or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? J t2j'j� What was the date that this facility's land application areas were sited? 4 1 lqq REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. 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. 3.3.4 The required MRCS Standard specifications. 3.3. t 0 A site schematic. 3.3.11 Emergency Action Plan. 3.3. l2 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 FORM: AWO-G-E 5/28/98 Page 2 of 4 31 - 438 AA E UAM SC-CTION FaciliFacility Name:6 Bill Co t n 1-4 I'on l `ec,�4r � h'c�.=T'A ;~ 4. APPLICANT'S CERTIFICATION: A Sr.__ _ (Land Owner's name listed in question 1.2), attest that this application for 6 1 ! L L Gu 1 (Facility name listed in question 1. l ) 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 re uired supporting information and attachments are not included, this application package will be returned $o mg as incom Signature 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) (Manager's name listed in question 1.6), attest that this application for (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be 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) 733-4719 FORM: AWO-G-E 5/28/98 Page 3 of 4 31 - 438 DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98) Asheville Regional WQ Supervisor 59 Woodfin Place Asheville, NC 28801 (704) 251-6209 Fax (704) 251.6452 Avery Macon Buncombe Madison Burke McDowell Caldwell Mitcbell Cherokee Polk Clay Rutherford Graham Swain Haywood Transylvania Henderson Yancey Jackson Fayetteville Regional WQ Supervisor Wachovia Building, Suite 714 Fayetteville, NC 28301 (910)486-1541 Fax (910) 486-0707 Washington Regional WQ Supervisor 943 Washington Square Mall Washington, NC 27889 (919) 946-6481 Fax (919) 975-3716 Beaufort Jones Bertie Lenoir Chowan Pamlico Craven Pasquotank Currituck Farquimans Dare Pitt Gates Tyrrell Cunene Washington Hertford Wayne Hyde Mooresville Regional WQ Supervisor 919 North Main Street Mooresville. NC 29115 (704) 663-1699 Fax (704) 663-6040 Raleigh Regional WQ Supdrvisor 38M Barrett Dr. Raleigh, NC 27611 (919) 5714700 Fax (919) 733 7072 Chatham Nash Durham Northampton Edgecombe Orange Franklin Pemn Granville Vance Halifax Wake Johnston Warren Lee Wilson Wilmington Region. WQ Supervisor 127 Cardinal Drive Extension Wilmington, NC 29405-3845 (910)395-3900 Fax (910) 350-2004 Anson Moore Alexander Lincoln Brunswick New Hanover Bladen Richmond Cabarrus Mecklenburg Carteret Onslow Cumberland Robeson Catawba Rowan Columbus Roder Harnett Sampson Cleveland Stanly Duplin Hoke Scotland Gaston Union Montgomery Ircdcll Winston-Salem Regional WQ Supervisor 585 Waugbtown Street Winston-Salem, NC 27107 (910) 771.4600 Fax (910) 771- 631 Alamance Rockingham Allegheny Randolph Ashe Stokes Caswell Surry Davidson Watauga Davie Wilkes Forsyth Yadkin Guilford M FORM; AWO-G-E 512&98 Page 4 of 4 ANIMAL WASTE UTILIZATION PLAN 11 Producer: WILLIAM COSTIN JR. Location: 312 SLACKMORE RD WARSAW NC 28398 Telephone: 910--293-7483 Type Operation: Expanding Feeder to Finish Swine Number of Animals: 3040.00 hogs (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facility must be land applied at a specified rate to ptevent 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. G. 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 additidnal waste to be applied. Provisions shall be made for the area receiving waste to be flexible s❑ 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. 1. 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, f t3, tons. etc.) 3040 hogs x 1.9 tons waste/hogs/year = 5776 tons AMOUNT ❑F PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3040 hogs x 4.6 lbs PAN/hogs/year = 13984 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner,. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or --------- APPLY RESID. APPLIC METH N TIME 471 1A NOA C lla 117.5 20 2.21 259.675 I MAR-JUN 471 -- � -1A I NOA 60 1120 ! � 2.21 1265.2 seem Pa7Q�� I j 133 OCT--MAR �471 --IA NOA DSB 2.21 I 1132 1291.72 JUN- SEPT 15 471 -IA NOA TO 0 2.21 0 IT 1 1 471 13 NOA IC I 1110 1117.5 120 12.0 1235 MAR-JUN 471 �1B NOA W ** 60 120 2.0 IT I I I I 1240 OCT-MAR 471 �1B NOA DSB I 133 1132 12.0 1264 JUN- SEPT 15 471 -113 NOA TO 0 0 li 12-0 471 1C NOA IC I 1110 1117.5 120 12.5 1293.75 MAR-JUN 471 �1C NOA W *-1- 60 120 2.5 I 1300 OCT-MAR 471 --1C NOA DSB I 133 1132 1 12.5 1330 JUN- SEPT 15 471 IC NOA TO 4 0 I 1 1 12.5 471 JID JNOA Ic 1110 1117.5 120 13.3 1387.75 Page: 3 ANIMAL WASTE UTILIZATION PLAN I i I I I I I I IMAR- JUN 471 --1D NOA W 60 1 120 1 3.3 1 13.96 I OCT-MAR 471 ID NOA DSB IT 133 1132 1 13.3 1435.6 JUN- SEPT 15 471 --ID NOA TO Q 0 I 13.3 471 1E NOA 3.6 IC T 1110 1117.5 120 142.3 MAR-JUN 471 �1E NOA W ** 60 120 3.6 S 1 1 1432 OCT-MAR 471 �1E NOA DSB 3.6 ii 133 1132 1475.2 JUN- SEPT 15 471 --1E NOA TO 0 3.6 0 I 471 IF NOA 3.6 IC I 1110 1117.5 120 1423 MAR--JUN 471 �IF NOA W-k* 60 120 3.6 Ii I I I I 1432 OCT-MAR 471 NOA DSB 3.6 1-ZF Ii 133 1132 I I 1475.2 JUN- SEPT 15 471 �IF NOA TO 0 3.6 Q I 471 1G NOA 3.6 IC I 1110 1117.5 120 1423 MAR-JUN 471 �1G NOA W + 120 3.6 S 160 1432 OCT-MAR 471 �1G NOA DSB 3.6 I 133 1132 1475.2 JUN- SEPT 15 471 -1G INOA ITO I lo I I 3.6 10 I Page: 4 ANIMAL WASTE UTILIZATION PLAN 471 2A 1 1NOA IC 1 1110 1117.5 120 13.G2 1425.35 MAR- JUN 471 �2A NOA Wa4- 6O 120 3.62 IT I I 1434.4 OCT-MAR 471 �2A NOA DSB 3.62 IT 133 1132 1477.84 JUN- SEPT 15 471 --2A NOA TO 0 3.62 0 I 1 1 471 2B NOA 3.62 IC I 1110 1117.5 120 1425-35 MAR-JUN 471 --213 NOA W-3 * 60 120 3.62 I I I I I 1434.4 OCT-MAR 471 -211 NOA DSS 3.62 T 133 1132 1477.84 JUN- SEPT 15 471 --2B TO 0 3.62 0 JNOA IT 471 2C NOA C 3.62 I 1110 �117.5 120 1425.35 MAR-JUN 471 �2C NOA W * f 60 120 3.62 I 1 1 1 1 1434.4 OCT-MAR 471 -2C NOA DSB 3.62 I 133 1132 1 1477.84 JUN-- SEPT 15 471 _2C NOA TO 0 3.62 0 I 1. 1 471 2D NOA 2.6 IC I 1110 1117.5 120 1305.5 MAR- JUN 471 --2D NOA W *f- 60 120 2.6 ii I I I I 1312 OCT-MAR 471 �2D NOA DSH 2.6 Y I 133 1132 I 1343.2 JUN- SEPT 15 471 -21) NOA TO O 2.6 0 I 1 1 Page: 5 ANIMAL WASTE UTILIZATION PLAN 471 2E NOA C - I I I I 1110 1117.5 120 11.22 1143.35 MAR-JUN 471 -2E NOA W �k?s 60 120 1.22 I I I I I 1146.4 OCT-MAR 471 �2E DSB 33 132 1.22 INCA I 1161.04 JUN- SEPT 15 471 -2E NOA TO 0 1.22 0 li 471 3A NOA C IT 1110 1117.5 120 13.62 1425.35 MAR-JUN 471 --3A W �4- 60 120 3.G2.1434.4 INCA I I I OCT-MAR 471 --3A DSB INCA IT 133 1132 13.62 1477.84 JUN- SEPT 15 471 �3A TO 0 0 INIDA I 13.62 471 3B NOA IC I 1110 1117.5 120 13.62 1425.35 MAR-JUN 471 3B W rYr 60 120 3.62 INCA li 1 1 1 1434.4 1 OCT-MAR 471 -3B DSB INCA IT 133 1132 13.G2 1477.84 JUN-- SEPT 15 471 �3B TO 0 INCA I 13.62 11) 471 3C NOA IC T 1110 1117.5 120 13.2 1376 MAR-JUN 471 --3C W *It 60 120 3.2 384 INCA IT I I I I OCT-MAR 471' -3C ' DSB INCA I 133 1132 13.2 1422.4 JUN- SEPT 15 471 -- 3 C INOA ITO 1 10 1 13.2 10 Page: 6 ANIMAL WASTE UTILIZATION PLAN 471 3D 1 INdA IC 1110 1 1117.5 120 12.5 1293.75 MAR-JUN 471 --3D W 7 �{- 60 120 2.5 INOA T I I I �300 OCT-MAR 471 3D DSB INOA 133 I 1132 1 12.5 1330 JUN- SEPT 15 471 -3D TO Q Q INOA I 1 1 12.5 END T TOTAL117894.8 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: 7 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME END TOTAL10 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. ** 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 C CORN BUSHELS 1.25 DSB DOUBLE CROPPED SOYBEANS BUSHELS 4 TO TOBACCO W WHEAT BUSHELS 2 TOTALS FROM TABLES 1 AND 2 WETTABLE I LBS AW N USED Page: 8 ANIMAL WASTE UTILIZATION PLAN TABLE 1 TABLE 2 TOTAL _ACRES 48.43 0 48.43 *** BALANCE 0 --3910 . 865 *** This number must be less than or equal to D in order to fully utilize the animal waste N produced. a Page: 9 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 1124.8 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 5624 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 18.7466666667 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 44.992 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25?6 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 ❑f 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 I and 2. Failure to apply the recommended rates and Page: 10 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 I l Field l 1 Soil Type 471 1A l NOA 471 l 12 NOA 471 I l 1C l NOA 471 1 ! l 1D l NOA 471 I 1E NOA 471 l 1F NOA 471 I l 1G l NOA ' 471 I I 2A l NOA 471 C l 213 l NOA 471 I l 2 C l NOA �1 Crop C f C C C I C C Application RatelApplic. Amount l (in/hr) (inches) I l .50 l *1.0 ! f l .50 -50 l .50 .50 l .50 C l .50 I C l .50 I l C l .50 i C l .50 l *1.0 I l *1.0 l *1.0 l *1.0 f l *a..0 f l *a .0 l *1.0 l *1.0 Page: 11 ANIMAL WASTE UTILIZATION PLAN 471 1 2D I NOA I I C I 1 .50 1 1 *1.0 471 1 1 2E I 1 NOA 1 1 C I .50 1 *1.0 471 I 1 3A 1 1 NOA I 1 C 1 .50 + *1.0 471 I 1 3B I 1 NOA I 1 C 1 1 .50 1 471 1 3C 1 1 NOA 1 1 c I 1 .50 ! 1 *1.0 471 f 1 3D I 1 NOA I 1 C I .50 1 *1.0 471 1 -1A 1 NOA TO 1 471 -1A 1 NOA I DSB I 1 .50 � 1 *1.0 471 I -1A I 1 NOA I 1 W I + .50 * 3.. 0 471 1 -1B 1 VOA f 1 TO I 1 471 1 -1B 1 NOA 1 DSB 1 .50 1 *1.0 4'n 1 -1B I 1 NOA I 1 W l 1 .50 I 1 *1.0 I Page: 12 ANIMAL WASTE UTILIZATION PLAN 471 -1C I NOA 471 I I --1 C 1 I NOA 471 1 I -IC NOA 471 I I -1D I I NOA 471 + --1D f I NOA 471 I I --1D NOA 471 I I --1E I NOA 471 I -1E I NOA 471 -It f NOA 471 -IF I NOA 471 I I -IF I� I NOA 471 I I -IF I NOA 471 I -1G I NOA TO DSB I .50 I *l.0 I w I I .50 I I *1.0 I I TO I I I DSB I I .50 I I *1.0 � W 1 I .50 I I *1.0 1 TO 1 I I I DSB I + .50 I * Z.. 0 w I .50 I I *1.0 TO I I DSB I I .50 w I .50 I *1.0 I TO ! Page: 13 ANIMAL WASTE UTILIZATION PLAN 471 I I H1G I NOA I + DSB 1 f .50 f I *1.0 471 -IG f I NOA I I W + .50 I *1..0 471 ! I --2A I NOA I TO 1 471 1 I -2A I NOA I DSB I I .50 1 I *1.0 471 I I --2A I I NOA I I W I f 50 I f *1.0 471 -22 I I NCA I I TO I 471 I I -2B I NOA I DSB ! I .50 f I *1.0 471 I --2B I NOA W ' .50 *1.0 471 I I -2C I I NOA I I TO I 471 -2C 'NOA I DSB I .50 + *1.0 471 I --2C I I NOA I I W I .50 *1.0 471 I -- 2 D I NOA I ! I TO I I I Page: 14 ANIMAL WASTE UTILIZATION PLAN 471 I -2D I NOA 471 -2D i 1 NOA 471 --2E NOA 471 I I -2E f I NOA 471. I -2E I NOA 471 f --3A NOA 471 --3A I NOA 471 I -3A I I NOA 471 f --39 I I NOA 471 I I --3B I I NOA 471 -3B I' NOA 471 I f -3C I NOA 471 i I --3C I NOA I DSB I .50 I *1.0 w f 5a f *1,.0 i TO f 1 f DSB I .50 I *1.0 i f W f I .50 I I *1.0 TO I DSB I .50 I *1.0 W I .50 I *1.0 I 1 TO I ! DSB I f .50 I f *1.0 W i I .50 f *1.0 I TO I DS3 I .50 f *1.0 Page: 15 ANIMAL WASTE ❑TILIZATION PLAN 471 471 471 471 -1-1 j- 3 C I NOA 1 1 I W --3D NOA TO 1 —3 D I NOA I DSB H3D 1 NOA W * 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 days of temporary storage and the temporary storage must be removed on the average of once every 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 ❑ne foot ❑f 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 t❑ 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. Page: 16 ANIMAL WASTE UTILIZATION PLAN NARRATIVE OF OPERATION THIS PLAN IS WRITTEN BASED ON A TWO YEAR CROPPING ROTATION, USING EFFECTIVELY IRRIGATED ACRES, AND IS LISTED BY THE HYDRANT PULLS. TOBACCO MAY BE PLANTED ON APPROXIMATELY 12.0 ACRES PER YEAR. THE TOBACCO MAY BE ROTATED ON ALL FIELDS AS NEEDED TO BEST SUIT FARMING OPERATIONS AND CONTROL DISEASE. **IN TABLE ONE THE CROP CODE W(WHEAT) IS USED TO REPRESENT ANY SMALL GRAIN(WHEAT, OATS. RYE, ❑r BARLEY) CROP PLANTED. kN Page: 17 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS I. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste 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 wh❑ 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, ❑r available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistiq 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 14 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 5. odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. G. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone t❑ flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. •Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 18 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: 19 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 an site. 20. Animal waste can be used in a rotation that includes vegetables and ❑then crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied preplant with n❑ 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: 20 • ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:SILL COSTIN 1-4 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 ❑f 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 anima. 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 ❑n-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: WILLIAM COSTIN JR. (Please print) Signature: Name of Manager{If different from owner); Signature: Date: Name of Person Preparing Plan: (Please print)HILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address {Agency}. PO SOX 277 KENANSVILLE NC 28349 Signature: Date: Page: 21 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (4,9agetative or wooded buffers; [�ecommondad best management practices: {.j'Gprrood judgment and common sense Animal body surfaces Dirty manuro-covered animals (wry floors Floor surfaces Wet manure -covered floors [ 4.411ed floors; {_j..pVaterers located over slotted floors; [ ] Fars at high and of solid floors: [ crape manure buildup from floors; [ �ndarfloor ventilation for drying Manure collection pits Urine ; requent manure removal by flush,pit r�!eecharge,or scrape Parital micorbial decomposition [ 1 ndarfloor ventilation Ventilation exhaust fans Volatile {cases; Wfan maintenance; Dust [+'61icient air movement indoor surface; Dust (4Aashdown between groups of animals { } Feed additives; [ } Feeder covers; (} Fe ad delivery dawnspout extenders to feeder covers Flush tanks Agitation of recycled lagoon 't ] Flush tank covers liquid whiles tanks are filling l Extend fill lines to near bottom of tanks with anti siphon vents Flush alleys Agitation during wastewater Q UrMerfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon { ] Extend rachard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank filling { ] Sump tank covers and drawdown Outside drain collection Agitation during wastewater (] Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater [ } Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions { roper lagoon liquid capacity Biological mixing [�rrect lagoon startup procedures . Agitation ( imum surface erea•to-volume ratio { inimum agitation when pumping [ } Mechanical aeration { ] Proven biological additives f Irrigation sprinkler nozzles High pressure agitation {fir gate on dry days with little or no wind Wind draft [.}.,y/linimum recommended operation pressure { �4ump intake near lagoon liquid surface [ ] Pump from second -stage lagoon AMOC--November 11, 1996 Storage tank or basin Partial microbial decomposition surfaco r Mixing while filling Agitation when emptying [ } Bottom or midlevel loading { } Tank covers [ } Basin surface mats of solids f 1 Proven biological additives or oxidants Settling basin surface Partial micobial decomposition { } Extend drainpipe outlets underneath liquid Mixing while filling level Agitation wlian emptying I } Remove settled solids regularly Manure, slurry or sludge Agitation when spreading (,L$�'od injection of slurrylsludgos spreader outlets Volatile gas emissions ( Ly4ash residual manure from spreader after use { ) Proven biological additives or oxidants UnCOVared manure, slurry Volatile gas emissions while drying (4,9 1 infection of slurry/sludges or sludge on field surfaces ( ncarporation within 48 hours pread in thin uniform layers for rapid drying [ 1 Proven biological additives or oxidants Dead animals Carcass decomposition I. -Proper disposition of carcasses Dead animal disposal Carcass decomposition { I Complete covering of carcasses in burial pits pits } Proper location/construction of disposal pits fncinerators Incomplete combustion { I Secondary stack burners —T standing water around Improper drainage { ade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained access roads '(+Farm access road maintenance roads from farm access Additional Information: Available From: Swine Manure Management; 0200 RuleIBMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Souices and Remedies, EBAE Fact Sheet NC:,U-BAE Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-8.8 NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluso--LagoonTreatment; EBAE 129-88 NCSU•BAE Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-SAE 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 /pertain The issues chucked t to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. sa^ , (Landownet 5ignatu j AMOC-•November 1 1 , 1996 INSECT CONTROL CHECKLIST FOR ANIMAL. OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters ACCIJrllulatiOn of solids k1,1 rush system is designed and operated sufficiently to remove accumulated so' s from gutters as designed, emove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (JAintain lagoons, settling basins and pits where pest breeding is apparent to miNmizo the crusting of solids to a depth of no more than 6-9 inches over morn than 30% of surface. Excessive Vegewtioo Decaying vegetation (Aaimain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on irnpoupdrnent's perimeter. {Cary Systems} Feeders" Food Spillage i } Design, operate and maintain feed systems (e.g., bunkers and troug}is) to minimize the accumulation of decaying wastage. [ } Clean up spillage on a routine basis (a.g, 7-10 day interval during summer; 15-30 day interval during winter}. Feed Storage Accumulations of feed residues [ } Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment lo,g., covered bin for brewer's grain and similar high moisture grain productsl, ' { j Inspect for and remove or break up accumulated solids in filter strips around food storage as needed. Animal Holding Areas AMIC--November 11, 1996 Accumulations of animal wastes { l Eliminate low area [tint trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbahoa by animals is minimal. i ] Maintain fence rows and filter strips around animal holding areas to minimize acbdmulations of wastes (i.e. inspect for and remove or break up accumulated solids as noededl. Cry Manure Handling Accumulations of animal wastes f } Remove spillage an a routine basis (e.g. 7.10 day Systems interval during summer; 1 5.30 days interval during winter) whore manure is loaded for land appfication or disposal. } Provide for adequate drainage around manure stockpiles. [ 1 Inspect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked (pertain to this operation, The landowner/integrator agrees to use sound judgment in applying insect control measures as practical. f certify the aforementioned insect control Best Management Practices have been reviewed with me. ' ( n i o wne.KSignatu 1 (Farm Name) (Facility Number) W For mare information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. R AMIC--November 11 , 1996 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will after the application rate, diameter of coverage, and subsequently the application uniformity, For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. liar the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and crass -section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application: On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. 'Reprinted for Cerhylealion Training for Operations ofAninsal Waste Management .5jslenu Manual MORTALITY MANAGEMENT METHODS (check which method(s) are being implemented) { 7 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. { -1K 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 ris a violation of state law and subject to penalty action. ` The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of I0-10-10, 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 dould 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: . I . separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: I . undesirable vegetative growth 2. floating or lodged debris Embankment ---look for: 1. settlement, cracking, or "jug" holes 2. side slope stability ---slumps or bulges 3. wet or damp areas on the back slope 4, erosion due to lack of vegetation or as a result of wave action S. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the Iagoon 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 Iagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recornmended 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: 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 tregins, taking care not to erode Iining or bank slopes. . 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new Iagoons 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. FIush 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 Ievel 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 tipper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the.upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to. the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop, the activity immediately and not resume until you are sure that the sludge can be removed without liner, injury. If the liner is damaged ifmust be repaired as soon as possible. Sludge removed from the Iagoon 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 ❑f 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 Bowing into the lagoon. Liner integrity ---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. ` NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. Y EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) (910)395-3900 EMERGENCY MANAGEMNET SERVICES (EMS) (910)296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)296-2120 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 watt 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. 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 berrrl 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. Re -pair 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 tb contact local Helath Department. d. Contact CEs, phone number - , local SWC❑ 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: B. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: {Lf f'3_A , N R b. -Phone: cllrn-161Ar1.19n 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 SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year -- 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply.waste without runoff or leaching. 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 damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged t❑ 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration ❑f the initial waste entering the lagoon thereby reducing ❑dors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out ❑f the lagoon when fluid level reaches the -elevation 48.0 as marked by permanent marker. Stop pump-- ❑ut when the fluid level reaches elevation 46.0 . This temporary storage, less 25 yr- 24 hr storm, contains 86782 cubic feet or 6491.28 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 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. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial. streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. 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. SHEET 1 ❑F 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- FOUNDATION PREPARATION: ----------------------- The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made ❑f all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use ❑n the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: ----------------------------------- The completed excavation and earthfill shall conform to the lines, grades, and elevations shown an the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each`layer will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction will be considered adequate when fill material is ❑bserved to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervious materials from the required excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over 15 feet in height and with an impoundment capacity.of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRE❑ WHEN THE ATTACHE❑ SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas ❑f unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured perpendicular t❑ the finish grade. The foundation shall be backfilled as specified to grade with a SCS approved material (ie - CL,SC,CH). REFER T❑ THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates t❑ that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement ❑f the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D698 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified and moistened as needed before placement of the next lift. The single most important factor affecting the overall compacted perme- ability of a clay liner, other than the. type ❑f clay used for the liner, is the efficient construction processing of the compacted liner. The sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whole placement and compaction process. For most clay soils, a tamping or sheepsfoot roller is the preferable type of compaction equipment. The soil liner shall be protected from the discharge of waste outlet pipes. This can be done by using some type ❑f energy dissipator(rocks) or using flexible outlets on waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specieied, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: -------------- A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. VEGETATION: All exposed embankment and other bare con-structed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according t❑ the seeding specifications. Topsoil should be placed ❑n areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS ------------------------------- ,_When tile drains are encountered, the tile will be removed to a minimum of to feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH. SEEDING SPECIFICATIONS ---------------------- AREA T❑ BE SEEDED: 1.5 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: q g.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING ❑ATES: SEPTEMBER 1 TO NOVEMBER 30 FEBRUARY 1 TO MARCH 30 q f- 0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 1500.0 LBS. ❑F 10-10-10 FERTILIZER (1000 LBS./ACRE) 3.0 TONS ❑F DOLOMITIC LIME (2 TONS/ACRE) 150.0 BALES ❑F SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR T❑ 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 AN❑ 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. Orientation: `45.0 52.0 50.0 48.0 46.0 44.0 42. 0 40.0 38.0 Lower Left Z Magnification: 12.4 30 Mesta Surface Existing Prtiject: BILL COSTIN Drawing: 2 880'$ Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bg: using Sitework Inclination: 20.0 3❑ Mesh Surface C 4'7. 90 Ae .00 �� liter Plot of the sloping lines for the surface-: Existing Project:' BILL COSTIN Drawing: 2 880'S plumber• Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework `y? tG4?L CRDss sec -ring VM\A) b P iA DNS LAUN �1Z Diu L'aSt ►i� ' DoTT0PA D uNtia L►i�u I N u r j d v Y Lk l I� 7 flT A L ❑ E-Z I (3N STDRY+�� ►�L�Vr �dr��tiNs---vAt r B�DQ• �#-g.a t ASTTLl b ToP of F,r1l��i� D FI ooc� ����, ► ,.-* AY �c�.75 I9UP.Rt D; DU7I� a�rr oven �L 37. 7( +vT�GT A:;�,Jnw 17F-- Eta . w N a O h t2aA-,5, [HIV IJ[TAPJL� IVi C�T� {� L. A1Qe✓ �'T u G `� W I LL tJ rC V-:a"GA.VAT E l- 11 Ni 1 f4 - a t-qC— -�W Ze-Mt.Pr-- &4 t is F I LL Ci u C nrt PLAT p w i rt-I ❑ PP�vV�1� Pi A"ir t= FA -I !� aI st ri? muihar tha'owoer>: =='==�~�^='^=) 1/�$ V r^w to w�a�>:' �''�-=�=`=�'�=� >`uad (wean Lo feed,">�`========`===``=�`'='> Ave. Lzv� Hoight fvr o�//er opero�iuns(]bs.)�> SLorage vuIume foge accum. (ru- T. ea�ment Vft./lb. 23 Yuar` — 24 Hour o. Ra3on excess of uva po�i / J. ra oo jroinage area of bui}d�o�s 0 ln�� �I nns/da;/=========�> remper�ry stora�e period (�ays), `'-^ ==,-``=�=> 180 La'`d �i"o.�>�=�===========�=�> 3.2 Tnd� 177 [nside top width (ft.):=�========'�=========�> 2�3 Top of dike elevation �ottom of lagaon le�atjnn Spasuna) hiEjh water tabe(SHWT> elev' required3�8289 ou. ft. �ctual desiQn volume270-56 cu. Ft. �tup PumVinQ el' (} or = �o 0'N Ft SHWT> (> cr = tn 43.5 ft Nin) Required minimum Lreatment voIume: 2J7C,W0 [t' Vulustop levation: —104966 cu. ft. Stt pumping eIev.:�=======�===============> ;olume at start pum�ing eJr. evatioil : —104966 �u. ft. Actual volume le"s hr rain: 350837 ou. rt. N[/YE: Verify that temp' �;toraU,e is adequate� Req. vo1ume to be pumped:====> 88276 cu. 1,t. Actual'volume to be pumped:==> o cu. ft. 0 i't. IMPORTANT INFORMATION ABOUT LAGOON CONSTRUCTION Listed below is a brief summary of volumes and other data: (See contents of Plan for more information) DESIGN REQUIREMENTS EXCAVATION FILL (pad & dike) TOP SOIL (minimum 3" thick) 3 � 1 55 cubic yards 5, S Z7 - _ cubic yards 9 S.z. 7 cubic yards 2cubic yards CLAY LINER (represents a complete liner If required) 3, z3 7 cubic yards Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high dam will require 5 % of 10 feet or 0.5 feet fill above planned top of dam. Clay content, thickness and compaction of liners (if required) are very important. If the certifying technical specialist is unable to approve the liner with normal field techniques, an independent engineering analysis will be required (see CONSTRUCTION SPECISCATIONS for additional information). If independent engineering analysis is required, this expense will be the responsibility of the owner/grower. Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded according to specifications before the system can be certified and stocked with animals. (Consult with your SCS Conservationist regarding mulching). Operator:BILL COSTIN County: DUPLIN Date: 07/11/94 Distance to nearest residence (other than owner): 750.0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to Finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 1760 head (finishing only) x 135 lbs. -- 237600 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs. 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other : 0 Total Average Live Weight -= 237600 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 237600 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment,Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 237600 cubic feet 3. STORAGt VOLUME FOR SLUDGE ACCUMULATION dor CGUD6r7 A7- p01,05 ��QrJEsi� Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) ----------------------- 290.0 Inside top width (feet) -------------------------- 170.0 Top of dike elevation (feet)------------------- 49.8 Bottom of lagoon elevation (feet)------------- 37.8 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon) -------------------- 3.0 : 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 284.0 164.0 11.0 AREA OF TOP LENGTH * WIDTH = 284.0 164.0 AREA OF BOTTOM LENGTH * WIDTH = 218.'0 98.0 46576 (AREA OF TOP) 21364 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 251.0 131.0 131524 (AREA OF MIDSECTION * 4) CU. FT. = KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM[ * DEPTH/6 46576.0 131524.0 21364.0 1.1 Total Designed Volume Available = 365684 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width 290.0 170.0 49300.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 49300.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 434016 gals. or 58023.5 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 = 28758.3 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 30812.5 cubic feet TOTAL REQUIRE❑ TEMPORARY STORAGE 5A. 58024 cubic feet 5B. 0 cubic feet 5C. 28758 cubic feet 5D. 30813 cubic feet TOTAL 117594 cubic feet Temporary storage period====================> 180 days Rainfall in excess of evaporation===========> `7.0 inches 25 year - 24 hour rainfall==================> 7.5 inches Freeboard==================---==-===========> 1.0 feet Side 3.0 1 Inside top 290.0 feet Inside top 170.0 feet Top of dike elevation=======================> 49.8 feet Bottom of lagoon elevation==================> 37.8 feet Total required volume=======================> 355194 cu. ft. Actual design volume========================> 365684 cu. ft. Seasonal high watertable elevation (SHWT)===> 46.0 feet Stop pumping 46.0 feet Must be > or = to the SHWT elev.==========> 46.0 feet Must be > or = to min. req. treatment el.=> 43.8 feet Required minimum treatment volume===========> 237600 cu. ft. Volume at stop pumping elevation============> 245545 cu. ft. Start pumping 48.0 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 334872 cu. ft. Volume at start pumping elevation===========> 332842 cu. ft. Required volume to be pumped================> 86782 cu. ft. Actual volume planned to be pumped==========> 87297 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: APPROVED BY: DATE : 71111y - DATE: ?/ZQ�y NOTE: SEE 'ATTACHED WASTE UTILIZATION PLAN r COMMENTS: BEFORE BEGINNING EXCAVATION LANDOWNER IS ADVISED TO CONTACT ULOCO TO ASSURE THAT UNDERGROUND UTILITIES ARE NOT DES3'ROYED 1-800-632»4949 SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL VOLUMES ARE CORRECT �r * Err, C U m Q urrq:-�T -. •qS 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 33990.4 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 58024 cubic feet 5B. 0 cubic feet 5C. 31724 cubic feet 5D. 33990 cubic feet TOTAL 123738 cubic feet 6. SUMMARY Temporary storage period====================> 180 days -Rainfall in excess of evaporation==== ======> 7.0 inches 25 year - 24 hour rainfall==================> 7.5 inches Freeboard===================================> 1.0 feet Side 3.0 : 1 Inside top length===========================> 300.8 feet Inside top 180.8 feet Top of dike elevation=======================> 49.8 feet Bottom of lagoon elevation==================> 36.0 feet Total required 361338 cu. ft. Actual design volume==========-=============> 453089 cu. ft. _ Seasonal high watertable elevation (SHWT)===> 46.0 feet Stop pumping, elev. =========================> 46.0 feet Must be > or = to the SHWT elev.==========> 46.0 feet Must be > or = to min. req. treatment el.=> 42.0 feet Required minimum treatment volume===========> 237600 cu. ft. Volume at stop pumping elevation============> 319584 cu. ft. Start pumping 48.0 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25-.yr.- 24 hr. rainfall==> 419099 cu. ft. Volume at'start pumping elevation===========> 416713 cu. ft. Required volume to be pumped=========--=====> 89748 cu. ft. Actual volume planned to be pumped= ========> 97129 cu. ft. Min. thickness of soil liner when required==> 2.0 feet 7. DESIGNED' BY: DATE: k2t ' t 0"If :407:Ts DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: 4 53 o S9 3,'! �,5 C,S4'- P9 B7 Zry 3 7 cb_ .�_p.S UNITED STATES SOIL DEPARTMENT OF CONSERVATION AGRICULTURE SERVICE ------------------------------------------------------------ WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL jj INFORMATION NAME—L��LI�, TELEPHDNE '-g_�o�a_(�,�.- LOCATION�� ���� � D ��� SIZE OPERATION-alq� , {PL-- LOCATION DATA DISTANCE FROM NEAREST RESID NCE NOT OWNED $Y PRODUCER - 7SD--FT. ,Scic ed IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO_ If yes, SCS cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? YES------ NO ---- If no, site m11st be reloca ea. IS SITE WITHIN 1 MILE ZONING -JURISDICTION OF A MUNICIPALITY? I YES------ NO ---- If yes, landowner should consult with local zoning board about required permits. Permits must be obtained prior to design approval. / ** Are utilities in construction area? YES------- NO - If yes, see Part 503 of the National Engineering Manual and follow policy. (Copies of maps or other reference materials may be attached to site evaluation.) Page 1 0 �e �_c e p�` CLa Se� \, •, ',�- ` e ", '; WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES--------- NO -- If yes, producer must complete a Form AD-1026. WILL ACTION RESULT IN SWAMPBUSTING? YES----- NO ---- IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL MANAGEMENT. (A copy of AD--1026 and CPA-026 should be attached. to site evaluation.) OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES---- NO - IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA 'OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YEAS----- NO ---- IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA?' YES------ NO---- ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP03TANTP°A , Cr,, , FARMLANDS IN THE OPERATING UNIT? YES---- NO ---- WILL THE ACTION RESULT IN SODBUSTING? YES----- NO - If yes to any of these quest oris, refer to form NC-CPA-16 for policy sources. The tormidces not need to be completed. ODOR CONTROL HAS 'ODOR CONTROL SEEN DISCUSSED WITH PRODUCER ........PREDOMINANT WIND DIRECTION? YES--- NO-_ ......... POSSIBLE. EXPANSION OF TREATMENT VOLUME.FROM 1 CU.FT. UPWARDS TO 3 CU. FT./LB. OF ANIMAL? YES---- NO----- ........PRECHARGING LAGOON�WITH FRESH WATER TO AT LEAST 1/2 OF THE CAPACITY? YES------ NO ---- ........USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES- --- NO ---- Page 2 z '�I { WASTE MANAGEMENT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND r APPLY WASTE? YES .NO ---- IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES----- NO ---- IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND ON WHICH TO APPLY WASTE? YES----- NO ---- (Attach Waste Utilization Plan to site evaluation.) SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED j IS SOIL SUITABLE FOR LAGOON? YES----74-•- NO------ ISA CLAY LINER REQUIRED? YES----- No------ IFYES, IS CLAY AVAILABLE ONSITE? YES ------ No QUESTIONABLE ----- I S A CORE TRENCH REQUIRED? YES ------ NO--- (Attach soil investigation sheet to site evaluation.) SITE APPROVED YES----- NO-------- CONDITIONAL -- COMMENTS? 0-9- apJL-!�e+n _ 1� here _Zs►�h_-�R5_a_0.. ��A."^#'� ----__--_______--------_- THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVAL TION BE- NVALIDATED.d�� SIGNATURE DATE- - z 4 ;b--L f r PPage 3 547 `I Ye 1� I� Gc��ro e�- �pi �nt re Y -O p L.71 -. a �y 1(7rU�LtG21-. b�kG}osf.l�es,$ I r SLS �GdhM1.ehar C�fL� izw d �Dp p� d7�c� lcts�c�a rt 1ISou�'"� Jo'� CUL 13 a2 Q �-tN f MCJ-� D� � C7� �T �►v� Cf"►'�- Q.r�s� �—�.. -�i � Ls t i of dC �J-'M1-p� i � Lr]w� C:� �, ��L+�-'� ,M1.Ea Gl �Gi. � ��•{s (�� CQ� l�3 �'t�"(7 eel G �� i A�uwer n-,*- i] 40c6AP-ct On OU I9, c.aLLA- 4���JuA it �. .1 � .l..h a. !1.- , 1 r. r ,. n .. .. rs n ►.s n� c rt+u r� i n c, C.1 �� i-�-e-a. �i J�..c. , June 1, 1994 Duplin Soil and Watbr Conservation ,Service Kenansville, N. C. .year Sirs: William Costin Jr. requested that I inspect the location of his existing hog topping operation. He plans to ex- pand this operation by building additional houses near this operation. The present farm is located off Black - more road, approximately two miles Nd of Warsaw, N. C. I certify that I have inspected the location of the present operation and it is outside the jurisdiction of the town of Warsaw, North Carolina. Sincere t TIfred Herrin 19 4arsaw Town Administrator SC S- F N G- 538 Rev. 5-70 I U, S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND S;TE FARMER'S NAME �'•�� �'`�"+ �� �' DATE S. C. & PHOTO SKEET NO. DISTRICT,_.. COUNTY - WORK UNIT WATERSHED AREA MEASUREMENTS CROPI,ANI) ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES I POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED POND SHOWING WHERE BORINGS Locate reter"ce pain( in center line of dam and Identify on -sketch. NONE■■■■■■■■ OMEN EM■ENME! � NOON ■■ NOON■ ■ NOON■■■ ■■■ ■■■■ ■■■ ■■■ NOON �■■■�■■N■�M�■■■■■■ ME NONE mom 1011101■IENINMEEM■ OE■■MNN■ES■■ME1I010IEI NNE M■■ OMENS MNNEMNIEMEIMINIONIE EM■M ■■■Er M■■■■■■I■N■1■■INEIE ■OEN ONES ■■■■■■�■N ■�■■ �■�■■ ■ MME NOON■ MorinE■■■IMIN ■■■■ MMNE■■■ ■■lsHI■■NININEE■■■ MENE ■OEME ■ NM M ■ M■ ■M N EME E■■■ MME M■ ■E MN ■ EM OEM ■NEON ■ ■M®■ ■ ■■■■■■■MM=____M■■NON■■■■■■ BORING NUMJ3ER AND PROFILE NaAe and t�sl dam..ilde and spillway borings firse. then panded area and borrow pit bartnvj -sevaradir with Lvwcal.rod IInW. (Continued on back where ndcatsory) Show watorr table elopations on darn -site bofinps. ��': �I������I�J FJimiml®�®fm!®!■f �7iQl��-71�1®i©I© �i©I®l�l®;®ill■1®®I®I■I■f■I■I■I■1■I■■I®�®I■IN ���Ml■I■.■I■� I ■'Ml■1■I■1■1MININI■COI®IM1®IM ��!'■I�i■�MIOI�1� ■I■�■�■1NI■i■I■IE1E1rl®1■iMI■ ■1■■iOi■!■■�Ei■f ■�■f®I■ ■f■fM Ni■fEI■1■ I�®■ �IF�I■f �■1■f ■I■f ■.■f ■f ■f ■f ■f■f ■I�[■I■I'■f ■f ■f ■f■ i��■ml■'■■iMI■■MI■I■I■!■1■! IMIN■I■■I■IE C�i��lr�■I■IOIEI■ ■■I■I■!■I■1■■I■I■iMI■I■I■f■ i ® fl�Jl■I■I■i■1■■I■l■i■�■f■I■I■I■I■i41■E■I■I■ '��i■f■i■i■1Nlel■ !�■ ■�■f ■ i s 1■�1■� ■f■ r1Ef■�MfM �C�® 1■f■I■IOiMI■� IEI■I■1■ ■1EI■I■I■�■I■i■I■1M M ■ NI■I BORINGS MADE SIGNATURE & TITLE Z:;� SCS-ENG-538 Rev. 5-70 U. S. DEPARTMENT Of AGRICULTURE SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME _ LS I l_ly 1i r V\- DISTRICT DATE COUNTY} —(LI S. C. S. PHOTO SHEET NO. WORK UNIT WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND] ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE {Apprar. scale I" feet] heat, reference pant ntn center line of dam and tdmfily an sketch. 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Nake a nit list da rn -i fie and gplaupay bo rin os first - then ponded a rea a nd borrow pit be rings separa to utith verric4l red tin e. �I��QI�v!otiC��ol� �Ji�I�I}G��I®Im€lm!ml�mlm�m�olm, : �© ®i� l■i�;®;�� ® ®®�®!■I LTail l®1®++i�+�®l0 �! � 1®1 ■l �, ■ MEMO Iml-,�,� � W�,NI�� ,■f■,�ME1,0l+■1+ �®��l■� 1■��i®I��'lI�I�I�1!�frliik■l�lrl�l��lEl ■i ■ r ■1■I� rlii ®�!�I�II�I■I�lI®f ■ �l�l■I®I�'�l■+�I�f�!■l�l■i■i■ ���fll.I.!�If�!.I..l�l■!®��lf ■lr,.l��■1■1■f ■f■I■ ®Q�!`����1� 1�!'�.ii�!��lilml�J�i�l�l■■1■1�1i1� ®�l■I■ICI. y I■I�1 ■I■C��®(®I■�■I■�■I�'dl�l��ill� ®'m�■ICI■I�1Q�]k■ !■���®IC��!�!�!lli�l�l�.■ICI■1■�� ®■ �.!.f.l�'��. I.I.!®���.��!.�.l.i■,.i.l.I. ®■� � ■i■1����■■�■f�l®�■■ �;���I■ICI■ ���I I?- I L-- - BORINGS MADE BY SIGNATURE &TITLE Q NO. 340H-20 0=4t�FN GRAPY PAPEF2 2(7X20 PtP INCH 7-i i " Nzi ltlo,4 t" 'f.-i -; 1 4 4 4 i Lr ,V-. lt, t td, ili! 7 L il HTIHI LZ t4 4H IIPH. 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I.:i �r 1#.;� r.i , ,. , .1: !. 4 i.i ..; :-} ,� a *1 _ ' 'itj' 1" V i 'X.;:: ';j: 'r i I' � 1,•: ...I I 1 1ti+ 11;; siI' iil,�'I: ; .j1 •1{�� 1 :t ;;� 3 { II#' yi�t I r.1T' � ..;, �j_ ..i.i. iy.:-, i. ,1 fl' {�i-� ;�,t .T'i � I�.a� �.�'��r: T' .-1 s -.-I{ it 4- i' TI+{ 1 1 �� I31.1- State of North Carolina Department of Environment and Natural Resources Division of Water [duality James B. Hunt, Jr., Governor IIY: Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director William Costin Jr. Bill Costin 1-4 312 Blackmore Rd Warsaw NC 28398 Dear William Costin, Jr.: 1 � ■ vYD I!' SEP Q 9 1998 NCDENR NORTH C.AROLINA DEPARTmeNT OF ENVIRONMENT AND NIQL7RAL RESOURCES September 4, 1998 Subject: Application No. 31-0438 Additional Information Request Bill Costin 1-4 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 the following components by October S, 1998: 1) Both the site map (including the Hydrant Pulls and their respective acreages) and location map were not included with the permit application. Please provide this information for review. 2) The narrative of operations states that tobacco may be planted on approximately 12.0 acres per year and may be rotated on all fields as needed. Please include a statement that animal waste will not be applied to the tobacco crops. Also include the time period from when tobacco will be planted to when it will be harvested. All revisions 1 amendments 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 October 5, 1998 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .Q200 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 364. Sincerely, Brian E. Mondschein Environmental Technician Non -Discharge Permitting Unit cc: (Wilmington -Regional Office; Water Quality I Permit i P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX OIG-733-0719 An Equal Opportunity Affirmative Action Employer 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., Directo July 10, 1998 CERTIFIED MAIL RETURN RECEIF REQUEST D William Costin Jr Bill Costin 14 312 Blackmore Rd Warsaw NC 28398 Farm Number: 31 - 438 Dear William Costin Jr: :DENR NORTH CAROLINA DEPARTMENT of ENvoRONMIrN7 AND NALTuRAL. RESOURCES You are hereby notified that Bill Costin 1-4, in accordance with G.S. 143-215.10C, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has six 60 days to submit the attached application and all supporting documentation. In accordance with Chapter 676 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit Post Office Box 29535 Raleigh, NC 27626-0535 If you have any questions concerning this letter, please call J R Joshi at (919)733-5083 extension 363 or Dave Holsinger with the Wilmington Regional Office at (910) 395-3900. Sincerely s �►1 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 27826-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal opportunity Affirmative Action Employer 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., Director June 1,1998 MEMORANDUM A� T4� i Now NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANo NATURAL- RESOURCES TO: Wilmington Regional Water Quality Supervisor FROM: Sue Homewood SUBJECT: Notification of Facility Number Change The following changes have been made to the Animal Operations Database. Please make appropriate changes in your files. Facility numbers 31-438 and 31-644 were combined under one facility number 31-438. Facility number 31-644 was deleted from the animal operations database. If you have any comments or questions please feel free to call me at (919) 733-5083 ext 502. P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper State of North Carolina Department of EnVironment, Health and Natural Resources James B. Hunt, Jr„ Governor Jonathan B. Howes, Secretary November 13, 1996 William Costin Jr Bill Costin 3&4 312 Blackmore Rd Warsaw NC 28398 SUBJECT: Operator In Charge Designation Facility: Bill Costin 3&4 Facility lD#: 31-438 Duplin County Dear Mr. Costin Jr: 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 farm must be submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a certified operator for your animal waste management system is a violation of 15A NCAC 2H .0224 and may result in the assessment of a civil penalty. If you have questions concerning operator training or examinations for certification, please contact your local North Carolina Cooperative Extension Service agent or our office. Examinations have been offered on an on -going basis in many counties throughout the state for the past several months and will continue to be offered through December 31, 1996. Thank you for your cooperation. If you have any questions concerning this requirement please call Beth Buffington or Barry Huneycutt of our staff at 919/733-0026. Sincerely, A. Preston Howard, Jr., P.E., Director Division of Water Quality Enclosure cc: Wilmington Regional Office Water Quality Files RO, Box 27687, 1&' Raleigh, North Carolina 27611-7687 r� An Equal Opportunity/Affirmative Action Employer Voice 919-715-4100 50% recycled/ l0% {cost -consumer paper Site Requires Immediate Attention: Facility No. 3/- 3� DIVISION OF ENVIRONMENTAL MANAGEMENT ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD DATE: .1995 Time: Farm Name/Owner V < r4vY� �[� t� �� R • 4 T Mailing Address: County: _ h �. Q k" Integrator: CA rcall5 _ . Phone: On Site Representative: _ _.,& - Phone: Physical Address/Location: h L - & +3qa_. 6Zgp rtaV �1� _v�; �� r•- O— _1ve f k 13Y I- Type of Operation: Swine `s Poultry Cattle Design Capacity; lam"°�'P' Number of Animals on Site: DEM Certification Number: ACE DEM Certification Number: ACNEW Latitude: Longitude: 19 ° b _' - Elevation: Feet Circle Yes or No Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event (approximately 1 Foot + 7 inches) Ye or No Actual Freeboard: ___ZFt. Inches Was any seepage observed from the lagoon(s)? Yes or ) Was any erosion observed? Yes or i Is adequate land available for spray? es No Is the cover crop adequate? cy�d or No Crop(s) being utilized: _fitL (24 - Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellings? Yes or No 100 Feet from Wells? Yes or No Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or No Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line? Yes or No Is animal waste discharged into waters of the state by man-made ditch, flushing system, or other similar man-made devices? Yes or No If Yes, Please Explain. Does the facility maintain adequate waste management records (volumes of manure, land applied, spray irrigated on specific acreage with cover crop)? Yes or No Additional Comments: Inspector Name Signature cc: Facility Assessment Unit Use Attachments if Needed. JUL 09 ". 02AM Site Rewires h m.cdiace Attention F=Uiry Number! I 3 SITE VISITATION RECORD DATE: 3"�x.V .P�9 , I995 Owner: ki i t.l.. m m �. 7Q . Farm Name: County: Z)Otac g N Agent Visiting Site: 5t,:dc Q, 1 OWN :._. Operator. On Site Representative: Physical Add=s:_x� i�1+0 Mailing Address'l. A Phone: 1 Q -z4 (- 2 l z a Phone: 2.93 -. 74- 8 5 Phone- ir] /3 41 _, _ A91AW , C.C. n R34B -,, Type of Operation: Swine Poultry Cattle Design Capaciry: 'L C N) Number of Anknals on Site: Latitude: ° " Longitude; ° ' Type of Inspection: C=und X_ AcrW 0 Circle Yes or No Does the Animal Waste Lagoon have sufficient freeboard of I Fact + 25 year 24 hour storm event (approximately I Foot+ 7 inches) Yes or(& Actual Freeboard: __L Feet . ` . Inches For facilities with more d= crne lagoon, please address the other lagooas' freeboard under the comments section. Was any seepage observed from tha lagoon(s)? Yes or QWas there erosion of the dam?: Yes- =S Is adequate land available for land application? Yes or No Is the cover crop adequam? Yes or No Additional Comments: _ G►4-t�..-�r,� t. f r Aa / r,6 -z �I.SI �5 r, Fax to (919) 715-3559 of Ageat Ai:��L AVLSTE aANAGEMONT PLIN C2RTI7ICATI0H FOR NRW OR =AHDEL FEEPLO S �+1 . , •7 please ret::_ t._ cc:�latad farms to the b:.visioa of E�vwro==tal Ha..�aga:.eat 'at Yfa the add=nsa am tae revers* aide of thus fora. �'� Marne ❑f farm (Please print) : .dNOV :.t Address; t3 IqJ4nme Rol QUALI i 1 n o -- r---•rr +ti1reu Q{IFHI%jj Farm. location: Latitude and Longitude: ' I �s3 (required). Also, please attach a copy of a county road snap with location identified. - • DIZZ Type of operation (swine, layer, dairy, etc.): Design capacity (number of animals): 1116D ��, Average size of operation'(12 month population ayg.): Average acreage needed for land application of waste (acres): a a as a a a as a aaa a a as a area aaa ssaaanca a �e aq s q a a asaaa aaa aaa ae aaa aaaaa saagaaast sisaa a p smstass Tecb.-.ical S32ecialist Cartification As a technical specialist designated by the North Carolina Soil and Water Conservation Cor.:nission pursuant to ISA NCAC 61F .000S, I certify that the re:: or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental. Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria-heA been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party) ; access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from sto=rmrater runoff events less severe than the 2S-year, 24-hour storm.. Naae of Tachnical 5 eciall'at (Please Print)AIL& W f Affiliation: 1 Z Address (Agency): Phone No.., signature: • :3 1 ? Date • as a. aaaaaa aasx�esass as�fenase ssa aaraye �e aewew as �aaasaa�a sxasasr ss ar sir eeaaaser st�sea es a�sia� owner/Managar Agraamant 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 additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification't❑ be submitted to the Division of Envi:onmpntal Management before the new animals are 1 (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the fax.m and at the office of the local Soil and Water Conservation District. 2tama of Land Own*= ( P..le�dase Print) Signature:_ Date: Trams of HL=apar, if different from owner (Please print): Signature: Date: !tote: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. DEM USE ONLY:ACNFW# 31-q3,9 12 Sf (a CALI vd G— A/ LM LIM to LM LLU am aLai im I 1w 4 im im NWORCA Im L b ""pq I _.r w i J'Iza J'lu LUIJ jau um S." (% 1221 L19L iw L=Ul i Lul Lw loal lw Ilu I rlu Lua Lia Lul " . im il" P004 LLU. k I Fll"V* A!U la2i 1231 PA3 l.ili ]tax 12U "a C"", 1.1 LA w"twook 1:31A" IL un Jim 1149 ILIA 4. WARSAW 5 Cl LLa 10 UPI UK Ltm Ilu.IP Ngfd LUL uu 'L'j UAL Lama p 24 li kk� ~ .ua 6r. 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